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| # | Company | Amount |
|---|---|---|
| 1 | ₹100 D NO 9 LL 817 1ST FLOOR SHIVAJIPALEM VISAKHAPATNAM ANDHRA PRADESH 530017 MOB 7702662827 | ₹100 |
Tender Value
₹3.9 Cr
EMD Value
₹3.9 L
Closing Date
1 Jul 2024, 11:00 amClosed
Construction of Compound wall and Gates at AOB and DCI building for Visakhapatnam Port Authority, at Visakhapatnam, Andhra Pradesh.
NBCC/SBG/South/VPA/VSKP/2024/50
NBCC/SBG/South/VPA/VSKP/2024/50
Open Tender-Domestic
Civil Works General
Visakhapatanam, Andhra Pradesh
₹11,800
₹3.9 L
9 Jul 2024
11 Jun 2024
1 Jul 2024
1 Jul 2024
9 Jul 2024
TOTAL AMOUNT 3,28,14,965.94
ABSTRACT OF COST
Quantity Amount
S. NO(DSR-2023) Description of Item Unit Gate/Guar Total Qty RATE
B Wall DSR-2023 NON DSR
Boundary wall/M.S Gate& Guard room
1 Carriage of Material
Disposal of moorum/building rubbish/ malba/ similar
unserviceable, dismantled or waste material by
mechanical transport including loading, transporting,
unloading to approved municipal dumping ground for
lead upto 10 km for all lifts, complete as per
1 1.1.18 directions of Engineer-in-charge. Cum 240 240 494.1 1,18,584
2 1.1.11 Carriage of Steel up to 5km Tonne 24 24 174.81 4,195
Earth work in Excavation by mechanical means
(Hydraulic excavator)/manualmeans over areas
(exceeding 30 cm in depth, 1.5 m in width as well as
10sqm on plan) including getting out and disposal of
excavated earth lead upto 50 m and lift upto 1.5 m,
3 2.6 as directed by Engineer-in-charge.
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers
not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to
Extra for every additional lift of 1.5 m or part thereof
in excavation / banking excavated or
4 CONCRETE WORKS
Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
6 4.1 shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded
6.1 4.1.8 stone aggregate 40 mm nominal size) Cum 41.75 4.10 45.85 6812 3,12,356.26
5 REINFORCED CEMENT CONCRETE WORK
Centering and shuttering including strutting, propping
7 5.9 etc. and removal of form for :
Foundations, footings, bases of columns, etc. for
7.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 1474.20 32.04 1506.24 961.3 14,47,948.51
Lintels, beams, plinth beams, girders, bressumers
7.4 5.9.16 Edges of slabs and breaks in floors and walls
Weather shade, Chajjas, corbels etc., including
Suspended floors, roofs, landings, balconies and
7.7 5.9.20 access platform. with water proof ply 12 mm thick Sqm 7.35 7.35 1028.4 7,558.74
Providing and laying in position ready mixed or site
batched design mix cement concrete for reinforced
cement concrete work; using coarse aggregate and
fine aggregate derived from natural sources,
Portland Pozzolana / Ordinary Portland /Portland
Slag cement, admixtures in recommended
proportions as per IS: 9103 to accelerate / retard
setting of concrete, to improve durability and
workability without impairing strength; including
pumping of concrete to site of laying, curing, carriage
for all leads; but excluding the cost of centering,
shuttering, finishing and reinforcement as per
direction of the engineer-in-charge; for the following
8 5.3.3 grades of concrete.
8.1 5.33.1 All works upto plinth level
Concrete of M30 grade with minimum cement
8.2 5.33.2 All works above plinth level upto floor V level
Concrete of M30 grade with minimum cement
5.22 Reinforcement for R.C.C. work including
straightening, cutting, bending, placing in position
and binding all complete upto plinth & above plinth
9.1 5.22.6 Thermo-Mechanically Treated bars. Kg 50,258.48 4,922.57 55,181.05 107.85 59,51,276.02
Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in foundation
10 6.1 and plinth in:
10.1 6.1.2 Cement mortar 1:6 (1 Cement : 6 coarse sand) Cum 1.86 1.86277 7132.25 13,285.74
Brick work with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5 in
superstructure above plinth level up to floor V level in
11 6.4. all shapes and sizes in :
Digitally signed by DEEPAK
8 MARBLE & GRANITE WORKS
Providing and fixing 18 mm thick gang saw cut,
mirror polished,premoulded and prepolished,
machine cut for kitchen platforms, vanity counters,
window sills, facias and similar locations of required
size,approved shade, colour and texture laid over 20
mm thick base cement mortar 1:4 (1 cement : 4
coarse sand), joints treated with white cement,mixed
with matching pigment, epoxy touch ups, including
rubbing, curing,moulding and polishing to edges to
12 8.2 give high gloss finish etc. completeat all levels. Sqm 0.72 0.72 5163 3,717.36
Stone work (machine cut edges) for wall lining etc.
(veneer work) upto 10 metre height, backing filled
with a grout of average 12 mm thick cement mortar
1:3 (1 cement : 3 coarse sand) including pointing in
white cement mortar 1:2 (1 white cement : 2 stone
dust) with an admixture of pigment matching the
stone shade : (To be secured to the backing and the
sides by means of cramps and pins which shall be
13 8.14 paid for separately) :
Providing and fixing stainless steel cramps of
required size and shape for anchoring stone wall
lining to the backing or securing adjacent stones in
stone wall lining in cement mortar 1:2 (1 cement : 2
including making the necessary chases in stone and
14 8.15 holes in walls wherever required. kg 75 75 714.4 53,580.00
Providing and fixing copper pins 7.5 cm long 6 mm
diameter for securing adjacent stones in stone wall
lining in cement mortar 1:2 (1 cement : 2 coarse
15 8.16 sand), including making the necessary chases. Each 90.00 90.00 43.9 3,951.00
Designing, fabricating, testing, installing and fixing in
position Curtain Wall with Aluminium Composite
Panel Cladding, with open grooves for linear as well
as curvilinear portions of the building , for all heights
and all levels etc. including: (a) Structural analysis &
design and preparation of shop drawings for
pressure equalisation or rain screen principle as
required, proper drainage of water to make it
watertight including checking of all the structural and
functional design. (b) Providing, fabricating and
supplying and fixing panels of aluminium composite
panel cladding in pan shape in metalic colour of
approved shades made out of 4mm thick aluminium
composite panel material consisting of 3mm thick FR
grade mineral core sandwiched between two
Aluminium sheets (each 0.5mm thick). The
aluminium composite panel cladding sheet shall be
coil coated, with Kynar 500 based PVDF / Lumiflon
based fluoropolymer resin coating of approved colour
and shade on face # 1 and polymer (Service) coating
on face # 2 as specified using stainless steel screws,
nuts, bolts, washers, cleats, weather silicone
sealant, backer rods etc. (c) The fastening brackets
of Aluminium alloy 6005 T5 / MS with Hot Dip
Galvanised with serrations and serrated washers to
arrest the wind load movement, fasteners, SS 316
Pins and anchor bolts of approved make in SS 316,
Nylon separators to prevent bi-metallic contacts all
complete required to perform as per specification
and drawing The item includes cost of all material &
labour component, the cost of all mock ups at site,
16 8.32 cost of all samples of the individual components for Sqm 9.43 9.43 5015.05 47,291.92 Autocad area
9 WOOD & PVC WORK
Providing and fixing aluminium sliding door bolts, ISI
marked anodised (anodic coating not less than grade
AC 10 as per IS : 1868), transparent or dyed to
required colour or shade, with nuts and screws etc.
17 9.96 complete :
Providing and fixing aluminium tower bolts, ISI
marked, anodised (anodic coating not less than
grade AC 10 as per IS : 1868 ) transparent or dyed to
required colour or shade, with necessary screws etc.
18 9.97 complete :
Providing and fixing aluminium handles, ISI marked,
anodised (anodic coating not less than grade AC 10
as per IS : 1868) transparent or dyed to required
colour or shade, with necessary screws etc.
19 9.1 complete :
Providing and fixing aluminium hanging floor door
stopper, ISI marked, anodised (anodic coating not
less than grade AC 10 as per IS : 1868) transparent
or dyed to required colour and shade, with necessary
20 9.101 screws etc. complete.
20.1 9.101.1 Single rubber stopper Nos 2 2 39.6 79.20
Providing and fixing bright finished 100 mm mortice
lock with 6 levers without pair of handles of approved
quality for aluminium door, with necessary screws
21 9.113 etc complete as per direction of Engineer- in-charge. Nos 2 2 850.05 1,700.10
Total 2,778.50
Digitally signed by DEEPAK
Steel work welded in built up sections/ framed work,
including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer
22 10.25 using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings,
11 FLOORING WORK
Providing and laying vitrified floor tiles in different
sizes (thickness to be specified by the manufacturer)
with water absorption less than 0.08% and
conforming to IS: 15622, of approved make, in all
colours and shades, laid on 20mm thick cement
mortar 1:4 (1 cement : 4 coarse sand), jointing with
grey cement slurry @ 3.3 kg/ sqm including grouting
the joints with white cement and matching pigments
23 11.41 etc., complete.
Total 13,856.77
Providing and fixing Heat Resistant Terrace Tiles
(300 mm x 300 mm x 20 mm) with SRI (solar
refractive index) > 78, solar reflection > 0.70 and
initial emittance > 0.75 on waterproof and sloped
surface of terrace, laid on 20 mm thick cement sand
mortar in the ratio of 1:4 (1 cement : 4 coarse sand)
and grouting the joints with mix of white cement &
marble powder in ratio of 1:1, including rubbing and
polishing of the surface upto 3 cuts complete,
including providing skirting upto 150 mm height along
24 12.55 the parapet walls in the same manner. Sqm 10.92 10.92 1703.95 18,607.13
Making khurras 45x45 cm with average minimum
thickness of 5cm cement concrete 1:2:4 (1 cement :
2 coarse sand : 4 graded stone aggregate of 20 mm
nominal size) over P.V.C. sheet 1 m x1 m x 400
micron, finished with 12 mm cement plaster 1:3 (1
cement : 3 coarse sand) and a coat of
neat cement, rounding the edges and making and
25 12.22 finishing the outlet complete. Nos 1 1 298.25 298.25
Total 18,905.38
13 FINISHING WORK
26 13.4 12 mm cement plaster of mix :
27 13.16 6 mm cement plaster of mix :
Distempering with oil bound washable distemper of
approved brand and manufacture to give an even
New work (two or more coats) over and including
28.1 13.41.1 water thinnable priming coat with cement primer 28.50 28.502 185.65 5,291.40
Finishing walls with Premium Acrylic Smooth exterior
29 13.47 paint with Silicone additives of required shade:
New work (Two or more coats applied @ 1.43 ltr/10
sqm over and including priming coat of exterior
Providing and applying white cement based putty of
average thickness 1 mm, of approved brand and
manufacturer, over the plastered wall surface to
30 13.8 prepare the surface even and smooth complete. 34.84 34.84 156.05 5,436.78
Painting with synthetic enamel paint of approved
31 13.62 brand and manufacture to give an even shade :
31.1 13.62.1 Two or more coats on new work Sqm 34.84 34.84 226.25 7,882.55
Total 30,858.08
21 ALUMINIUM WORKS
Providing and fixing aluminium work for doors,
windows, ventilators and partitions with extruded
built up standard tubular sections/appropriate Z
sections and other sections of approved make
conforming to IS: 733 and IS: 1285, fixing with dash
fasteners of required dia and size, including
necessary filling up the gaps at junctions, i.e. at top,
bottom and sides with required EPDM rubber/
neoprene gasket etc. Aluminium sections shall be
smooth, rust free, straight, mitred and jointed
mechanically wherever required including cleat
angle, Aluminium snap beading for glazing /
paneling, C.P. brass / stainless steel screws, all
complete as per architectural drawings and the
directions of Engineer-in-charge. (Glazing, paneling
32 21.1 and dash fasteners to be paid for separately) :
32.1 21.1.1 For fixed portion
Powder coated aluminium (minimum thickness of
For shutters of doors, windows & ventilators
including providing and fixing hinges/ pivots and
making provision for fixing of fittings wherever
required including the cost of EPDM rubber /
neoprene gasket required (Fittings shall be paid for
33 21.1.2 separately)
Powder coated aluminium (minimum thickness of
Digitally signed by DEEPAK
Providing and fixing glazing in aluminium door,
window, ventilator shutters and partitions etc. with
EPDM rubber / neoprene gasket etc. complete as
per the architectural drawings and the directions of
engineer-in-charge . (Cost of aluminium snap
34 21.3 beading shall be paid in basic item):
With float glass panes of 8 mm thickness (weight not
Filling the gap in between aluminium frame &
adjacent RCC/ Brick/Stone work by providing
weather silicon sealant over backer rod of approved
quality as per architectural drawings and direction of
35 21.8 Engineer-in-charge complete.
35.1 21.8.1 Upto 5mm depth and 5 mm width Rmtr 8 8 96.75 774.00
22 WATER PROOFING
Providing and laying integral cement based water
proofing treatment including preparation of surface
as required for treatment of roofs, balconies, terraces
etc consisting of following operations: (a) Applying a
slurry coat of neat cement using 2.75 kg/sqm of
cement admixed with water proofing compound
conforming to IS. 2645 and approved by Engineer-in-
charge over the RCC slab including adjoining walls
upto 300 mm height including cleaning the surface
before treatment. (b) Laying brick bats with mortar
using broken bricks/brick bats 25mm to 115 mm size
with 50% of cement mortar 1:5 (1 cement : 5 coarse
sand) admixed with water proofing compound
conforming to IS : 2645 and approved by Engineer-in-
charge over 20 mm thick layer of cement mortar of
mix 1:5 (1 cement :5 coarse sand ) admixed with
water proofing compound conforming to IS : 2645
and approved by Engineer- in-charge to required
slope and treating similarly the adjoining walls upto
300 mm height including rounding of junctions of
36 22.7 walls and slabs.
With average thickness of 120 mm and minimum
Demolition Work
Demolishing cement concrete manually/ by
mechanical means including disposal of material
within 50 metres lead as per direction of Engineer -
Demolishing R.C.C. work manually/ by mechanical
means including stacking of steel bars and disposal
of unserviceable material within 50 metres lead as
38 15.3 per direction of Engineer - in- charge. Cum 331.13 331.13 3551.25 11,75,942
Demolishing brick work manually/ by mechanical
means including stacking of serviceable material and
disposal of unserviceable material within 50 metres
39 15.7.4 lead as per direction of Engineer-in-charge. Cum 138.00 138.00 2060.2 2,84,308
In cement mortar
Dismantling doors, windows and clerestory windows
(steel or wood) shutter including chowkhats,
architrave, holdfasts etc. complete and stacking
40 15.12 within 50 metres lead : Nos 4 4 367.2 1,469
Dismantling steel work manually/ by mechanical
means in built up sections without dismembering and
stacking within 50 metres lead as per direction of
41 15.19 Engineer-in-charge.
41.2 15.17.2 Channels, angles, tees and flats Kg 6,400.00 6,400.00 2.3 14,720
External Devlopment
Providing and fixing double scaffolding system (cup
lock type) on the exterior side, up to seven story
height made with 40 mm dia M.S. tube 1.5 m centre
to centre, horizontal & vertical tubes joining with cup
& lock system with M.S. tubes, M.S. tube challies,
M.S. clamps and M.S. staircase system in the
scaffolding for working platform etc. and maintaining
it in a serviceable condition for the required duration
as approved and removing it there after .The
scaffolding system shall be stiffened with bracings,
runners, connection with the building etc wherever
required for inspection of work at required locations
with essential safety features for the workmen etc.
complete as per directions and approval of
Engineer in-charge .The elevational area of the
scaffolding shall be measured for payment purpose
.The payment will be made once irrespective of
42 14.72 duration of scaffolding 55.8 55.8 338.25 18874.35
NS-2 Providing and Fixing 10 mm Acrylic Laser cut Letter Set
Pasting on 4mm thick ACP sheet box with LED
module back light and sunboard as per design and
dimentions mentioned in architectural drawings
(engilish and hindi) both languages as per direction
43 of engineer incharge. 1 1 217077.28 217077.28
NS-4 Design and fabricating and Fixing of M.S Railing Each
Emblem Metalic Sign logo of 200X200mm as per
44 drawing and sizes of approved makes 190 190 8574.55 1629164.99
NS-5 Design and fabricating and Fixing of M.S Railing Each
Emblem Metalic Sign logo of850X800mm as per
45 drawing and sizes of approved makes 1 1 22386.09 22386.09
Digitally signed by DEEPAK
Supply, installation and commissioning of Automatic
Boom Barrier - Straight 6MTR, Casing is made up of
GI & Boom of Al with CE certified as per European
Standards EN 61000-6-1 -2007 /2008 having
NS-6 protection Grade of IP 55. With HIGH RANGE UHF Each 1 1 155481.60 155481.60
READER, CONTROLLER, CAT 6 Cable, PHOTO
CELL SENSOR, UHF CARD, Pole 8 ft, ARM REST
etc. in complete as per the direction of Engineer-In-
TOTAL BOUNDARY WALL WORK 2,85,52,441.83 20,24,109.96
Digitally signed by DEEPAK
COST OF EXTERNAL ELECTRICAL WORK
S. No. Description of item Schedule Item DSR - 2022 Non-Schedule Item
B INTERNAL WIRING 1,44,256.20 0.00
C EXTERNAL LIGHTING 3,500.00 5,35,040.00
D MAIN DISTRIBUTION BOARD 26,554.00 0.00
E DISTRIBUTION BOARD 55,763.00 0.00
F METER SET 0.00 50,209.00
GRAND TOTAL 21,15,634.70
GRAND TOTAL 21,15,634.70
Digitally signed by DEEPAK
Estimate for Boundary Wall at Admin Block, VPA
S.No. Description of Items Unit Qty DSR Rate DSR-Amount NSR Rate NSR-Amount
Supply of XLPE/PVC insulated,
armoured/unarmoured heavy duty electric
cable with aluminium conductor, 1100 volts
grade, cross-sectional area as follows
Laying of one number additional PVC
insulated and PVC sheathed / XLPE power
cable of 11 KV grade of following size direct in
ground including excavation, sand
cushioning, protective covering and refilling
the trench etc as required.
Supplying and making end termination with
brass compression gland and aluminium lugs
9.1 for following size of PVC insulated and PVC
sheathed / XLPE aluminium conductor cable
of 1.1 KV grade as required.
Providing, laying and fixing following dia G.I.
pipe (medium class) in
ground complete with G.I. fittings including
trenching (75 cm
deep)and re-filling etc as required
As per Civil 50 mm dia 7,24,043
TOTAL CARRIED TO SUMMARY 1101562.5 1,98,750
B INTERNAL WIRING
Wiring for light point/ fan point/ exhaust fan
point/ call bell point with 1.5 sq.mm FRLS PVC
insulated copper conductor single core cable
in surface / recessed steel conduit, with
modular switch, modular plate, suitable GI
box and earthing the point with 1.5 sq.mm
FRLS PVC insulated copper conductor single
core cable etc. as required.
DSR-1.3.3 Group C Point 15 1845 27,675
Wiring for group controlled (looped) light
point/fan point/exhaust fan point/ call bell
point (without independent switch etc.) with
1.5 sq. mm FRLS PVC insulated copper
conductor single core cable in surface/
recessed steel conduit, and earthing the point
with 1.5 sq. mm FRLS PVC insulated copper
conductor single core cable etc. as required.
DSR-1.54.3 Group C Point 90 1094 98,460
Digitally signed by DEEPAK
Wiring for light/ power plug with 2X4 sq. mm
FRLS PVC insulated copper conductor single
core cable in surface/ recessed steel conduit
alongwith 1 No. 4 sq. mm FRLS PVC insulated
copper conductor single core cable for loop
earthing as required. meter 5 433
Wiring for circuit/ submain wiring alongwith
earth wire with the following sizes of FRLS PVC
insulated copper conductor, single core
cable in surface/ recessed steel conduit as
DSR-1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire meter 30 369 11,070
Supplying and fixing suitable size GI box with
modular plate and cover in front on surface or
DSR-1.31 in recess, including providing and fixing 3 pin 1,908
5/6 A modular socket outlet and 5/6 A
modular switch, connections etc. as required.
Supplying and fixing suitable size GI box with
modular plate and cover in front on surface or
in recess, including providing and fixing 6 pin
5/6 A & 15/16 A modular socket outlet and
15/16 A modular switch, connections etc. as
required. Each 4 586
Supplying and fixing two module stepped type
electronic fan regulator on the existing
DSR-1.25 modular plate switch box including 369
connections but excluding modular plate etc.
as required. Each 1 369
Supplying and fixing modular blanking plate
DSR-1.26 on the existing modular plate & switch box 80
excluding modular plate as required.
Providing and fixing circular/hexagonal Fan
box cast iron /metal sheet Box for ceiling fan
clamp of internal dia 140mm , 73 mm
height,Top id of 1.5mm thick MS sheet with its
Top surface hacked of proper bonding top lid
Civil DSR-10.18 185
shall be screwed into cast iron /metal sheet
Box by mean of 3.3mm dia round headed
screw one lock at the corners.clamp shall be
made of 12mm dia ms Bar band toshape as
per standrd drawing.
TOTAL CARRIED TO SUMMARY 1,44,256.20 0.00
C EXTERNAL LIGHTING
Supply, installation, testing and commissioning
of the following lighting fixtures & poles or
approved equivalent:
SITC of 45 watt LED with 3 feet Angle stand on
MR Boundary Beam complete set. complete
system as required as per the standard No. 95 5,632 5,35,040
Providing and fixing 6 SWG dia G.I. wire on
DSR-5.16 surface or in recess for loop earthing as 3500
required. Meter 50 70
TOTAL CARRIED TO SUMMARY 3,500.00 5,35,040.00
D MAIN DISRIBUTION BOARD
Digitally signed by DEEPAK
Supplying and fixing of following ways surface/
recess mounting, vertical type, 415 V, TPN MCB
distribution board Of sheet steel, dust
protected, duly powder painted, inclusive Of
200 A tinned copper bus bar, common neutral
link, earth bar, din bar for mounting MCBs (but
without MCBs and incomer ) as required .
(Note : Vertical type MCB TPDB is normally
used where 3 phase outlets are required.)
Supplying and fixing following rating, four pole,
415 V, isolator in the
existing MCB DB complete with connections,
commissioning etc. as required.
Supplying, instaling on wall, testing and
cormnissbning of folowing capacity rising
rreins made of 1.6mm thick IP 42 ±eet steel
encbsure duly painted with powder coating,
wal straps, My A/C inwlated 4 Nos aluminium
bus bars having Burrent denety of 130N sq an
at norrinal currentrating in convenient sections
and Witabb for415 V, 3 phase, 4 wire, 50 AC.
supply with extensbn joints, fire prmf barriers,
expansbnjoints, thrust gEds including Pinting
and earthing 2 runs of galvanised iron stri ps
etc. as required. (Rising mains to IS 8623,
3.1.1 200 A (S.C. rating for 1 sec - 15 kA) Each 1 7321 7321
Supplying and fixing 5 A to 32 A rating, 240/415
V, IO kA, "C" curve,
miniature circuit breaker suitable for inductive
load of following poles
in the existing MCB DB complete with
connections, testing and
commissioninq etc, as required,
2.10.5 Triple pole and neutral 25 Amp Each 2 1228 2456
Supplying and fixing following rating, four pole,
415 V, isolator in the
existing MCB DB complete with connections,
commissioning etc. as required.
TOTAL CARRIED TO SUMMARY 26554
E DISTRIBUTION BOARDS
Supplying and fixing of following ways surface/
recess mounting, vertical type, 415 V, TPN MCB
distribution board Of sheet steel, dust
protected, duly powder painted, inclusive Of
200 A tinned copper bus bar, common neutral
link, earth bar, din bar for mounting MCBs (but
without MCBs and incomer ) as required .
(Note : Vertical type MCB TPDB is normally
used where 3 phase outlets are required.)
Supplying and fixing following rating, four pole,
415 V, isolator in the
existing MCB DB complete with connections,
commissioning etc. as required.
Digitally signed by DEEPAK
Supplying and fixing following rating, double
pole, (single phase and neutral), 240 V,
residual current circuit breaker (RCCB), having
a sensitivity current 30 mA in the existing MCB
DB complete with connections, testing and
commissioning etc. as required.
Supplying and fixing 5 amps to 32 amps rating,
240 volts, 'C' series, miniature circuit breaker
suitable for inductive load of following poles in
the existing MCB DB complete with
connections, testing and commissioning etc.
DSR-2.10.1 Single pole 10 A Each 35 256 8960
DSR-2.10.3 Double pole 16 A Each 2 656 1312
Supplying and fixing single pole blanking plate
DSR-2.11 in the existing MCB DB complete etc. as 26
required. Each 2 13
TOTAL CARRIED TO SUMMARY 55,763.00 0.00
F Electric Meter With Panel
Meter With Panel set
4 pole mccb 63 amp,
CT 200 A rating, box 1000x400x300 approx,
TOTAL CARRIED TO SUMMARY 50209
Digitally signed by DEEPAK
Construction of Boundary wall of DCI block of Visakhapatnam Port
Authority, Visakhapatnam, Andhra Pradesh
SUBHEAD NO SUBHEAD OF WORKS DSR-2023 Non DSR
SH-1 CARRIAGE OF MATERIALS 88,307
SH-2 EARTH WORK 58,155
SH-4 CONCRETE WORK 51,123
SH-5 REINFORCED CEMENT CONCRETE WORK 24,14,910
SH-6 MASONRY WORK :- 2,47,668
SH-8 CLADDING WORK 8,19,955.27
SH-9 WOOD WORK 2,911.00
SH-10 STEEL WORK 2,96,909.87
SH-11 FLOORING WORK 27,713.55
SH-12 ROOFING WORK 19,203.63
SH-13 FINISHING WORK 2,59,553.75
SH-21 ALUMINIUM WORK - DOOR, WINDOWS 59,832.93
SH-22 WATER PROOFING 15,525.27
SH-23 EXTERNAL DEVELOPMENT WORKS 164850.7 8,49,911.82
SH-24 EXTERNAL DRAINAGE 2,12,662 0
Total Electrical 2,57,644 1,37,884
TOTAL AMOUNT 59,84,720.17
TOTAL AMOUNT 59,84,720.17
Digitally signed by DEEPAK
Detailed Cost Estimate for Boundry wall work DCI
DETAILED ESTIMATE
ABSTRACT OF COST
S. NO Items Ref. Description of Item Unit Quantity B Quantity Total Qty Rate Amount
(DSR- Wall Gate DSR-2023 NON DSR
1 CARRIAGE OF MATERIALS
Disposal of moorum/building rubbish/ malba/ similar
unserviceable, dismantled or waste material by mechanical
transport including loading, transporting, unloading to
approved municipal dumping ground for lead upto 10 km for
1 1.1.18 all lifts, complete as per directions of Engineer-in-charge. Cum 30.73 147.46 178.18 494.10 88039.73
2 1.1.11 Carriage of Steel up to 2km Tonne 1.53 1.53 174.81 267.02
Total 88,306.75
Earth work in Excavation by mechanical means (Hydraulic
excavator)/manualmeans over areas (exceeding 30 cm in
depth, 1.5 m in width as well as 10sqm on plan) including
getting out and disposal of excavated earth lead upto 50 m
3 2.6 and lift upto 1.5 m, as directed by Engineer-in-charge.
Filling available excavated earth (excluding rock) in trenches,
plinth, sides of foundations etc. in layers not exceeding 20cm
in depth, consolidating each deposited layer by ramming and
4 2.25 watering, lead up to 50 m and lift upto 1.5 m. Cum 25.03 56.55 81.58 196.00 15990.59
Extra for every additional lift of 1.5 m or part thereof in
5 2.26 excavation / banking excavated or stacked materials.
Total 58,154.55
4 CONCRETE WORKS
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering - All
6 4.1 work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
6.1 4.1.8 aggregate 40 mm nominal size) Cum 1.45 6.06 7.50 6812.00 51122.70
Total 51,122.70
5 REINFORCED CEMENT CONCRETE WORK
Centering and shuttering including strutting, propping etc.
7 5.9 and removal of form for :
Foundations, footings, bases of columns, etc. for mass
7.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 63.18 234.24 297.42 961.30 285909.85
Lintels, beams, plinth beams, girders, bressumers and
Providing and laying in position ready mixed or site batched
design mix cement concrete for reinforced cement concrete
work; using coarse aggregate and fine aggregate derived
from natural sources, Portland Pozzolana / Ordinary Portland
/Portland Slag cement, admixtures in recommended
proportions as per IS: 9103 to accelerate / retard setting of
concrete, to improve durability and workability without
impairing strength; including pumping of concrete to site of
laying, curing, carriage for all leads; but excluding the cost of
centering, shuttering, finishing and reinforcement as per
direction of the engineer-in-charge; for the following grades
8 5.3.3 of concrete.
8.1 5.33.1 All works upto plinth level
Concrete of M30 grade with minimum cement content of 350
8.2 5.33.2 All works above plinth level upto floor V level
5.33.2.2 Concrete of M30 grade with minimum cement content of 350
5.22 Reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete
9 upto plinth & above plinth level.
9.1 5.22.6 Thermo-Mechanically Treated bars. Kg 1909.35 8097.95 10007.30 107.85 1079287.36
Brick work with common burnt clay F.P.S. (non modular)
10 6.1 bricks of class designation 7.5 in foundation and plinth in:
10.1 6.1.2 Cement mortar 1:6 (1 Cement : 6 coarse sand) Cum 2.04 13.59 15.63 7132.25 111469.65
Brick work with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in superstructure above plinth
11 6.4. level up to floor V level in all shapes and sizes in :
11.1 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6.52 8.44 14.96 9105.95 136198.24
8 MARBLE & GRANITE WORKS
Digitally signed by DEEPAK
8.2 Providing and fixing 18 mm thick gang saw cut, mirror
polished,premoulded and prepolished, machine cut for
kitchen platforms, vanity counters, window sills, facias and
similar locations of required size,approved shade, colour and
texture laid over 20 mm thick base cement mortar 1:4 (1
cement : 4 coarse sand), joints treated with white
cement,mixed with matching pigment, epoxy touch ups,
including rubbing, curing,moulding and polishing to edges to
12 give high gloss finish etc. completeat all levels.
12.1 8.2.2 Granite stone slab of colour black, Cherry/Ruby red
8.9 Stone tile (polished) work for wall lining over 12 mm thick bed
of cement mortar 1:3 (1 cement : 3 coarse sand) and cement
slurry @ 3.3 kg/sqm including pointing in white cement
13.1 8.9.1 8mm thick
13.1.1 8.9.1.2 Granite of any colour and shade Sqm 37.38 37.38 3617.55 135224.02
Stone work (machine cut edges) for wall lining etc. (veneer
work) upto 10 metre height, backing filled with a grout of
average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse
sand) including pointing in white cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment
matching the stone shade : (To be secured to the backing
and the sides by means of cramps and pins which shall be
14 8.14 paid for separately) :
Providing and fixing stainless steel cramps of required size
and shape for anchoring stone wall lining to the backing or
securing adjacent stones in stone wall lining in cement
mortar 1:2 (1 cement : 2 coarse sand), including making the
necessary chases in stone and holes in walls wherever
Providing and fixing copper pins 7.5 cm long 6 mm diameter
for securing adjacent stones in stone wall lining in cement
mortar 1:2 (1 cement : 2 coarse sand), including making the
Designing, fabricating, testing, installing and fixing in position
Curtain Wall with Aluminium Composite Panel Cladding, with
open grooves for linear as well as curvilinear portions of the
17 8.32 building , for all heights and all levels etc. including: Sqm 18.90 18.90 5015.05 94784.45
9 WOOD & PVC WORK
Providing and fixing aluminium sliding door bolts, ISI marked
anodised (anodic coating not less than grade AC 10 as per
IS : 1868), transparent or dyed to required colour or shade,
18 9.96 with nuts and screws etc. complete :
Providing and fixing aluminium tower bolts, ISI marked,
anodised (anodic coating not less than grade AC 10 as per
IS : 1868 ) transparent or dyed to required colour or shade,
19 9.97 with necessary screws etc. complete :
Providing and fixing aluminium handles, ISI marked,
anodised (anodic coating not less than grade AC 10 as per
IS : 1868) transparent or dyed to required colour or shade,
20 9.1 with necessary screws etc. complete :
Providing and fixing aluminium hanging floor door stopper,
ISI marked, anodised (anodic coating not less than grade AC
10 as per IS : 1868) transparent or dyed to required colour
21 9.101 and shade, with necessary screws etc. complete.
21.1 9.101.1 Single rubber stopper Nos 2.00 2.00 39.60 79.20
Providing and fixing bright finished 100 mm mortice lock with
6 levers without pair of handles of approved quality for
aluminium door, with necessary screws etc complete as per
22 9.113 direction of Engineer- in-charge. Nos 2.00 2.00 850.05 1700.10
Total 2,911.00
Steel work welded in built up sections/ framed work, including
cutting, hoisting, fixing in position and applying a priming coat
of approved steel primer using structural steel etc. as
23 10.25 required.
In gratings, frames, guard bar, ladder, railings, brackets,
11 FLOORING WORK
Providing and laying vitrified floor tiles in different sizes
(thickness to be specified by the manufacturer) with water
absorption less than 0.08% and conforming to IS: 15622, of
approved make, in all colours and shades, laid on 20mm
thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing
with grey cement slurry @ 3.3 kg/ sqm including grouting the
joints with white cement and matching pigments etc.,
24 11.41 complete.
Digitally signed by DEEPAK
Total 27,713.55
Providing and fixing Heat Resistant Terrace Tiles (300 mm x
300 mm x 20 mm) with SRI (solar refractive index) > 78,
solar reflection > 0.70 and initial emittance > 0.75 on
waterproof and sloped surface of terrace, laid on 20 mm thick
cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse
sand) and grouting the joints with mix of white cement &
marble powder in ratio of 1:1, including rubbing and polishing
of the surface upto 3 cuts complete, including providing
skirting upto 150 mm height along the parapet walls in the
Making khurras 45x45 cm with average minimum thickness
of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate of 20 mm nominal size) over P.V.C.
sheet 1 m x1 m x 400 micron, finished with 12 mm cement
plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat
cement, rounding the edges and making and finishing the
Total 19,203.63
13 FINISHING WORK
27 13.4 12 mm cement plaster of mix :
28 13.16 6 mm cement plaster of mix :
18 mm cement plaster in two coats under layer 12 mm thick
cement plaster 1:5 (1 cement : 5 coarse sand) and a top
layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse
29 13.12 sand) finished rough with sponge. Sqm 348.03 348.03 537.45 187048.72
Distempering with oil bound washable distemper of approved
30 13.41 brand and manufacture to give an even shade :
New work (two or more coats) over and including water
30.1 13.41.1 thinnable priming coat with cement primer Sqm 66.57 66.57 185.65 12358.87
Finishing walls with Premium Acrylic Smooth exterior paint
31 13.47 with Silicone additives of required shade:
New work (Two or more coats applied @ 1.43 ltr/10 sqm
over and including priming coat of exterior primer applied @
Providing and applying white cement based putty of average
thickness 1 mm, of approved brand and manufacturer, over
the plastered wall surface to prepare the surface even and
Painting with synthetic enamel paint of approved brand and
33 13.62 manufacture to give an even shade :
33.1 13.62.1 Two or more coats on new work Sqm 69.68 69.68 226.25 15765.10
21 ALUMINIUM WORKS
Providing and fixing aluminium work for doors, windows,
ventilators and partitions with extruded built up standard
tubular sections/appropriate Z sections and other sections of
approved make conforming to IS: 733 and IS: 1285, fixing
with dash fasteners of required dia and size, including
necessary filling up the gaps at junctions, i.e. at top, bottom
and sides with required EPDM rubber/ neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight,
mitred and jointed mechanically wherever required including
cleat angle, Aluminium snap beading for glazing / paneling,
C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-
charge. (Glazing, paneling and dash fasteners to be paid for
34 21.1 separately) :
34.1 21.1.1 For fixed portion
Powder coated aluminium (minimum thickness of powder
For shutters of doors, windows & ventilators including
providing and fixing hinges/ pivots and making provision for
fixing of fittings wherever required including the cost of
EPDM rubber / neoprene gasket required (Fittings shall be
35 21.1.2 paid for separately)
Powder coated aluminium (minimum thickness of powder
Providing and fixing glazing in aluminium door, window,
ventilator shutters and partitions etc. with EPDM rubber /
neoprene gasket etc. complete as per the architectural
drawings and the directions of engineer-in-charge . (Cost of
36 21.3 aluminium snap beading shall be paid in basic item):
With float glass panes of 8 mm thickness (weight not less
Filling the gap in between aluminium frame & adjacent RCC/
Brick/Stone work by providing weather silicon sealant over
backer rod of approved quality as per architectural drawings
37 21.8 and direction of Engineer-in-charge complete.
37.1 21.8.1 Upto 5mm depth and 5 mm width Rmtr 8.00 8.00 96.75 774.00
Total 59,832.93
Digitally signed by DEEPAK
22 WATER PROOFING
Providing and laying integral cement based water proofing
treatment including preparation of surface as required for
treatment of roofs, balconies, terraces etc consisting of
following operations: (a) Applying a slurry coat of neat
cement using 2.75 kg/sqm of cement admixed with water
proofing compound conforming to IS. 2645 and approved by
Engineer-in-charge over the RCC slab including adjoining
walls upto 300 mm height including cleaning the surface
before treatment. (b) Laying brick bats with mortar using
broken bricks/brick bats 25mm to 115 mm size with 50% of
cement mortar 1:5 (1 cement : 5 coarse sand) admixed with
water proofing compound conforming to IS : 2645 and
approved by Engineer-in- charge over 20 mm thick layer of
cement mortar of mix 1:5 (1 cement :5 coarse sand )
admixed with water proofing compound conforming to IS :
2645 and approved by Engineer- in-charge to required slope
and treating similarly the adjoining walls upto 300 mm height
38 22.7 including rounding of junctions of walls and slabs.
With average thickness of 120 mm and minimum thickness
Total 15,525.27
23 EXTERNAL DEVELOPMENT
Providing and fixing double scaffolding system (cup lock
type) on the exterior side, up to seven story height made with
40 mm dia M.S. tube 1.5 m centre to centre, horizontal &
vertical tubes joining with cup & lock system with M.S. tubes,
M.S. tube challies, M.S. clamps and M.S. staircase system in
the scaffolding for working platform etc. and maintaining it in
a serviceable condition for the required duration as approved
and removing it there after .The scaffolding system shall be
stiffened with bracings, runners, connection with the building
etc wherever required for inspection of work at required
locations with essential safety features for the workmen etc.
complete as per directions and approval of Engineer-in-
charge .The elevational area of the scaffolding shall be
measured for payment purpose .The payment will be made
39 14.72 once irrespective of duration of scaffolding sqm 111.60 111.60 383.25 42770.70
Providing and Fixing 10 mm Acrylic Laser cut Letter Pasting
on 4mm thick ACP sheet box with LED module back light and
sunboard as per design and dimentions mentioned in
architectural drawings (engilish and hindi) both languages as
40 NS-2 per direction of engineer incharge. set 2.00 2.00 ######## 434154.56
Design and fabricating and Fixing of M.S Railing Emblem
Metalic Sign logo of 200X200mm as per drawing and sizes of
41 NS-3 approved makes Each 7.00 7.00 8574.55 60021.87
Design and fabricating and Fixing of M.S Railing Emblem
Metalic Sign logo of850X800mm as per drawing and sizes of
Supply, installation and commissioning of Automatic Boom
Barrier - Straight 6MTR, Casing is made up of GI & Boom of
Al with CE certified as per European Standards EN 61000-6-
1 -2007 /2008 having protection Grade of IP 55. With HIGH
RANGE UHF READER, CONTROLLER, CAT 6 Cable,
PHOTO CELL SENSOR, UHF CARD, Pole 8 ft, ARM REST
43 NS 5 etc. in complete as per the direction of Engineer-In-Charge. Each 2 2.00 ######## 310963.20
Providing and laying C.C. pavement of mix M-25 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 finished by floating,
brooming with wire brush etc. complete as per specifications
and directions of Engineer-incharge. (The panel shuttering
44 16.75 work shall be paid for separately). cum 10.00 10.00 9823.80 98238.00
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural
sources : 8 graded stone aggregate 40 mm nominal size derived
45 4.1.8 from natural sources) cum 3.50 3.50 6812.00 23842.00
External Draniage
Providing and fixing unplasticised -PVC pipe clips of
approved design to unplasticised - PVC rain water pipes by
means of 50x50x50 mm hard wood plugs, screwed with M.S.
screws of required length, including cutting brick work and
fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and
46 12.43 making good the wall etc. complete.
Providing and laying non-pressure NP2 class (light duty)
RCC pipes with collars jointed with stiff mixture of cement
mortar in the proportion of 1:2 (1 cement : 2 fine sand)
including testing of joints
47 19.6 etc complete (for storm drainage)
Digitally signed by DEEPAK
Providing and fixing factory made precast RCC
perforated drain covers, having concrete of strength not less
than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm
dia four no longitudinal and 9 nos cross sectional T.M.T.
hoop bars, including providing 50 mm dia perforations @
100 to 125 mm c/c, including providing edge binding with
M.S. flats of size 50 mmx1.6 mm complete, all as per
48 23.9 direction of Engineer-in-charge. Nos 12.00 12.00 1399.95 16799.40
Constructing brick masonry manhole with F.P.S. bricks in
cement mortar 1 : 4 (1 cement : 4 coarse sand) RCC top slab
with Cement Concrete 1 : 2 : 4 mix (1 cement : 2 coarse
sand : 4 grade stone aggregate 20mm nominal size);
foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8
graded stone aggregate 40 mm nominal size) inside
plastering 12 mm thick with cement mortar 1:3 (1cement 3
coarse sand ) finished with a floating coat of neat cement
and making channels in cement concrete 1:2:4 (1cement :
2 coarse sand: 4 graded stone aggregate 20 mm nominal
size) finishd with a floating coat of neat cement complete
49 19.7 as per standard design
Inside size 90 x 80 cm & 45 cm deep including CI cover with frame
(light duty) 455 x 610mm internal dimension total wt. of cover &
frame to be not less than 38 kg (wt. of cover 23 kg and wt. of frame
Digitally signed by DEEPAK
COST OF EXTERNAL ELECTRICAL WORK
S. No. Description of item Schedule Item DSR - 2022 Non-Schedule Item
A LT CABLES 163811 38,140
B INTERNAL WIRING 49,090.40 0.00
C EXTERNAL LIGHTING 1,400.00 56,320.00
D MAIN DISTRIBUTION BOARD 23,580.00 0.00
E DISTRIBUTION BOARD 19,763.00 0.00
F METER SET 0.00 43,424.00
GRAND TOTAL 3,95,528.40
GRAND TOTAL 3,95,528.40
Digitally signed by DEEPAK
Estimate for Boundary Wall at DCI Block , VPA
S.No. Description of Items Unit Qty DSR Rate DSR-Amount NSR Rate NSR-Amount
Supply of XLPE/PVC insulated,
armoured/unarmoured heavy duty electric
1 cable with aluminium conductor, 1100 volts
grade, cross-sectional area as follows
MR 4 core, 10 Sq.mm. Mtr 40 191 7,640
Laying of one number additional PVC
insulated and PVC sheathed / XLPE power
cable of 11 KV grade of following size direct in
7.1 ground including excavation, sand
cushioning, protective covering and refilling
the trench etc as required.
Supplying and making end termination with
brass compression gland and aluminium lugs
9.1 for following size of PVC insulated and PVC
sheathed / XLPE aluminium conductor cable
of 1.1 KV grade as required.
Providing, laying and fixing following dia G.I.
pipe (medium class) in
ground complete with G.I. fittings including
trenching (75 cm
deep)and re-filling etc as required
As per Civil 50 mm dia 1,06,701
TOTAL CARRIED TO SUMMARY 163811 38,140
B INTERNAL WIRING
Wiring for light point/ fan point/ exhaust fan
point/ call bell point with 1.5 sq.mm FRLS PVC
insulated copper conductor single core cable
in surface / recessed steel conduit, with
modular switch, modular plate, suitable GI
box and earthing the point with 1.5 sq.mm
FRLS PVC insulated copper conductor single
core cable etc. as required.
DSR-1.3.3 Group C Point 10 1845 18,450
Wiring for group controlled (looped) light
point/fan point/exhaust fan point/ call bell
DSR-1.54.3 Group C Point 5 1094 5,470
Wiring for light/ power plug with 2X4 sq. mm
FRLS PVC insulated copper conductor single
core cable in surface/ recessed steel conduit
alongwith 1 No. 4 sq. mm FRLS PVC insulated 8,660
copper conductor single core cable for loop
earthing as required.
DSR-1.5 meter 20 433
Wiring for circuit/ submain wiring alongwith
earth wire with the following sizes of FRLS PVC
insulated copper conductor, single core
cable in surface/ recessed steel conduit as
Digitally signed by DEEPAK
DSR-1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire meter 30 369 11,070
Supplying and fixing suitable size GI box with
modular plate and cover in front on surface or
in recess, including providing and fixing 3 pin
5/6 A modular socket outlet and 5/6 A
modular switch, connections etc. as required.
DSR-1.31 Each 4 477
Supplying and fixing suitable size GI box with
modular plate and cover in front on surface or
in recess, including providing and fixing 6 pin
5/6 A & 15/16 A modular socket outlet and
15/16 A modular switch, connections etc. as
DSR-1.32 required. Each 4 586
Supplying and fixing two module stepped type
electronic fan regulator on the existing
modular plate switch box including 738
connections but excluding modular plate etc.
DSR-1.25 as required. Each 2 369
Supplying and fixing modular blanking plate
on the existing modular plate & switch box
excluding modular plate as required.
DSR-1.26 Each 2 40
Providing and fixing circular/hexagonal Fan
box cast iron /metal sheet Box for ceiling fan
clamp of internal dia 140mm , 73 mm
height,Top id of 1.5mm thick MS sheet with its
Top surface hacked of proper bonding top lid
shall be screwed into cast iron /metal sheet 370
Box by mean of 3.3mm dia round headed
screw one lock at the corners.clamp shall be
made of 12mm dia ms Bar band toshape as
per standrd drawing.
Civil DSR-10.18 Each 2 185.2
TOTAL CARRIED TO SUMMARY 49,090.40 0.00
C EXTERNAL LIGHTING
Supply, installation, testing and commissioning
of the following lighting fixtures & poles or
SITC of 45 watt LED with 3 feet Angle stand on
MR Boundary Beam complete set. complete
system as required as per the standard No. 10 5,632 56,320
Providing and fixing 6 SWG dia G.I. wire on
DSR-5.16 surface or in recess for loop earthing as 1400
required. Meter 20 70
TOTAL CARRIED TO SUMMARY 1,400.00 56,320.00
D MAIN DISRIBUTION BOARD
Supplying and fixing of following ways surface/
recess mounting, vertical type, 415 V, TPN MCB
distribution board Of sheet steel, dust
protected, duly powder painted, inclusive Of
200 A tinned copper bus bar, common neutral
link, earth bar, din bar for mounting MCBs (but
without MCBs and incomer ) as required .
(Note : Vertical type MCB TPDB is normally
used where 3 phase outlets are required.)
Digitally signed by DEEPAK
Supplying and fixing following rating, four pole,
415 V, isolator in the
existing MCB DB complete with connections,
commissioning etc. as required.
Supplying, instaling on wall, testing and
cormnissbning of folowing
200 A (S.C. rating for 1 sec -capacity
Supplying and fixing 5 A to 32 A rating, 240/415
V, IO kA, "C" curve,
miniature circuit breaker suitable for inductive
load of following poles
in the existing MCB DB complete with
connections, testing and
commissioninq etc, as required,
2.10.5 Triple pole and neutral 25 Amp Each 2 1228 2456
TOTAL CARRIED TO SUMMARY 23580
E DISTRIBUTION BOARDS
Supplying and fixing of following ways surface/
recess mounting, vertical type, 415 V, TPN MCB
Supplying and fixing 5 amps to 32 amps rating,
240 volts, 'C' series, miniature circuit breaker
suitable for inductive load of following poles in
the existing MCB DB complete with
connections, testing and commissioning etc.
DSR-2.10.1 Single pole Each 6 256 1536
DSR-2.10.3 Double pole Each 2 656 1312
DSR-2.11 Supplying and fixing single pole blanking plate Each 2 13 26
in the existing MCB DB complete etc. as
Supplying and fixing following rating, double
pole, (single phase and neutral), 240 V,
TOTAL CARRIED TO SUMMARY 19,763.00 0.00
F Electric Meter With Panel
Meter With Panel set
4 pole mccb 40 amp,
CT 200 A rating, box 1000x400x300 approx,
TOTAL CARRIED TO SUMMARY 43424.00
Digitally signed by DEEPAK
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