3 transformer room (1)
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AS PER B.O.Q AS PER EXECUTED
TOTAL AMOUNT TOTAL AMOUNT
2 Site Work 1,675.250 100.00% 1,675.250
3 Concrete 4,012.500 100.00% 4,012.500
4 Masonry 414.000 100.00% 414.000
5 Metal 140.000 100.00% 140.000
7 Thermal and Moisture Protection #REF! #REF! 890.350
8 Doors and Windows 0.000 #DIV/0! 1,200.000
9 Finishes 1,431.250 100.00% 1,431.250
15 Mechanical 3,284.250 100.00% 3,284.250
16 Electrical 17,681.000 100.00% 17,681.000
Grand Total #REF! #REF! 30,728.600
Amount in
words:Thirty Thousand Seven Hundred Twenty Eight & Sixty Fills& Only
SUMMARY TRANSFORMER ROOM
PAGE NO. DIVISION NO.
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DIVISION - 2SITE WORK
Section 02110
Demolition & Site preparations
2.1 Site cleaning including demolition of any
existing structure until the foundations with
removing the foundations and all debris
within the working space as per requirementand engineer's approval including cleaning
and grading of soil and excavated material
to distance approved by municipality and
Filling with lean concrete if reach more than
the approved level.
L.S L.S 1000 1000.000 100.00% 100.00%
Section 02222
Excavation for Building
2.2 Excavation mechanically/manually in any
type of soil up to the required height
including removing any obstruction during
excavation and removal of surplus
excavation material from site.
2.2.1 Excavation starting from N.G.L. to the
foundation bed.62 M3 1.5 93.000 100.00% 100.00%
Section 02223
Filling & Back Filling
2.3 Filling and back filling with approved clear
sand/soil for excavated area of building. All
complete as per drawings and
specifications. Filling shall be compacted in
layers ( not more than 25 cm thick each)
and compaction shall not be less than 98%
dry density.
47 M3 1.75 82.250 100.00% 100.00%
Section 02280
Termite Control
2.4 Termite Control/Soil treatment for the whole
building all as described.L.S L.S 500 500.000 100.00% 100.00%
1,675.250
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The Contractor is referred to the
specifications & drawings for all details
related to division of the works and he is to
include for complying with all the
requirements contained there in whether or
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UNIT
Note:
a The excavation, filling and back filling, sub-structure, including water proofing systems.
These quantities are based on bearing
capacity 1.5kg/cm2 exact quantity for each
site will depend on the recommendations of
soil investigation report for each site and
contractor must provides engineers with soil
investigations reports for site.
b During execution of Site Work and
excavation if any external services require
protection, diversions / re-routing including
any modification there to. The Contractor
shall implement such works as per statutory
authorities and Engineer's approval and thecost of such work is deemed to be included
in the Contractor's Price.
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DIVISION - 3
CONCRETE
Section 03300 Cast-in-Place Concrete
Plain Concrete - Grade K-150
3.1
Plain concrete using sulphate resisting
cement including form work and all other
3.1.1 10 cm thick under Footing 31 M2 3.500 108.500 0.00% 100.00% 100.00%
3.1.2 5 cm thick under G.B. 12 M2 2.000 24.000 0.00% 100.00% 100.00%
3.1.3 5 cm thick Sand Cement Screed under Footin 31 M2 2.000 62.000 0.00% 100.00% 100.00%
Reinforced Concrete
3.2 -
sulphate resisting cement filled into
formwork and tamped around reinforcement
including all watertight formwork, tie bolts
and reinforcement, all complete as per
3.2.1 R.C. Footings 16 M3 67.000 1072.000 0.00% 100.00% 100.00%
3.2.2 R.C. slab-on-grade 8 M3 72.000 576.000 0.00% 100.00% 100.00%
3.2.3 R.C. Ground Beam 5 M3 87.000 435.000 0.00% 100.00% 100.00%
3.2.3 R.C. Trance wall 4 M3 90.000 360.000 0.00% 100.00% 100.00%
3.2.4 R.C. Neck Columns 1 M3 93.000 93.000 0.00% 100.00% 100.00%
3.3 Reinforced concrete Grade K-300 using
ordinary Portland cement filled into
formwork and tamped around reinforcement
including all formwork and reinforcement
(fair finished on all exposed faced) Or
Preferred Column, Beams & Slabs to be
3.3.1 R.C. Columns 4 M3 90.000 360.000 0.00% 100.00% 100.00%
3.3.2 R.C. beams, parapet etc. 4 M3 87.000 348.000 0.00% 100.00% 100.00%
3.3.3 R.C. Suspended solid slabs 7 M3 82.000 574.000 0.00% 100.00% 100.00%
4,012.500
The Contractor is referred to the
specifications & drawings for all details
related to division of the works and he is to
include for complying with all the
requirements contained there in whether or
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DIVISION - 3
CONCRETE
COLLECTION
1 TOTAL OF PAGE (3-1) 4012.500
4,012.500CARRIED TO SUMMARY
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UNIT RATE AMOUNT
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DIVISION - 4
MASONRY
Section 04200
Masonry
4.1. Non load bearing solid concrete block work,
duly bedded in cement and sand mortar
including R.C. lintel, head fixing, curing,
scaffolding to any height galvanized steel
ties etc. and all works complete as per
4.1.1 200 mm thick block wall 92 M2 4.500 414.000 0.00% 100.00% 1
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DIVISION - 4
MASONRY
COLLECTION
1 TOTAL OF PAGE (4-1) 414.000
414.000CARRIED TO SUMMARY
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DIVISION - 5
METAL
Section 05500
Metal Fabrication
Chequered Plate
5.1 Galvanized steel chequer plate over
Substation trance, 4 mm thickness, fitting,
fixing with angle iron frame in position, all
complete as per Manufacturer's / Engineer's
instruction.
7 M2 20.000 140.000 0.00% 100.00% 1
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DIVISION - 5
METAL
COLLECTION
1 TOTAL OF PAGE (5-1) 140.000
140.000CARRIED TO SUMMARY
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DIVISION - 7
THERMAL AND MOISTURE PROTECTION
Section 071007.1 Waterproofing System
7.1.1 Protective membrane laid under footin s. 32 M2 2.250 72.000 0.00% 100.00% 100.00%
7.1.2 Footin surface and neck columns 81 M2 0.350 28.350 0.00% 100.00% 100.00%
7.1.3 Water proofing for G.B 30 M2 2.500 75.000 0.00% 100.00% 100.00%
See the note in page (2-1)
7.2 Supply and use polyethylene sheets (1000
gauge) under slab-on-grade, all complete as
39 M2 2.000 78.000 0.00% 100.00% 100.00%
Section 07500
Membrane Roofing
composite Roofing System
7.3 Roof treatment with roofing layers laid over
R.C. roof as per drawings, specifications
and manufacturer's instructions.
7.3.1 2 coats of waterproofing paint 49 M2 13.000 637.000 0.00% 100.00% 100.00%
5:15 cm thick foam concrete laid in slope
2 cm thick sand-cemnt screed smoothing layer
4 mm thick waterproofing membrane 2 layers
2 cm thick sand-cemnt screed
7.5 cm thick extruded rigid insulation (joints
shall be covered with tape)Filter fabric
40x40x4 cm Precast concrete (loosely laid)
tiles with 5 cm thick sand bed including 10
cm width mix aggregates around tiles laid
recessed with parapet and including
expansion joint filled with
celotex/rubber/mastic/ sealant / aluminum
flashing etc. all as per drawings,
All required flashing mastic/sealant between
parapet and skirting all as per detail
890.350
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DIVISION - 7
THERMAL AND MOISTURE PROTECTION
COLLECTION
1 TOTAL OF PAGE (7-1) 890.350
890.350CARRIED TO SUMMARY
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UNIT RATE AMOUNT
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DIVISION - 8
DOORS AND WINDOWS
Section 08110
Steel Doors and Frames
8.1 Steel frame with 3mm thick steel panel both
side claded hollow steel door fixing to
concrete or block wall complete with glazing,
painting, all hardware (hinges, tower bolt,
door lock, door closer etc.). The Contractor
should refer Hardware Schedule Section
08711 and Finish Hardware Section 08710
in Specifications and drawings, showing
8.1.1 Steel door double leaf, size 2750x2750mm
Type D12 Nos. 600.000 1200.000 0.00% 100.00% 100.0
1 200 000
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DIVISION - 8
DOORS AND WINDOWS
COLLECTION
1 TOTAL OF PAGE (8-1) 1200.000
1,200.000CARRIED TO SUMMARY
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DIVISION - 9FINISHES
Secton 09200
Lath and Plaster
9.1 Render and set in cement plaster, 2 cm
thick to internal / external wall and ceiling
(concrete or block wall), including under
coat, metal lathe, corner beads, stop beads
etc. complete as per drawings and
280 M2 2.150 602.000 0.00% 100.00% 100.00%
Section 09400Terrazzo Tile
9.2 Precast Terrazzo floor tile 30x30x3 cm
Grade-1 on and including cement and sand
setting bed and backing sand cushion, joints
grouted in white cement including grinding,
polishing etc. complete as described.
35 M2 5.250 183.750 0.00% 100.00% 100.00%
9.3 2 cm thick x 10 cm high Terrazzo skirting on
and including cement and sand setting bed
and backing, joints grouted in white cement -
ditto.
32 MR 2.500 80.000 0.00% 100.00% 100.00%
Section 09900
Painting
9.4 Prepare and apply 2 coats of paint including
preparation of surfaces, under coat, seal
coat etc. complete as per specifications and
Manufacture's instructions.
9.4.1 Textured paint over plaster and fair face
concrete surfaces.113 M2 3.500 395.500 0.00% 100.00% 100.00%
9.4.2 Emulsion paint 170 M2 1.000 170.000 0.00% 100.00% 100.00%
1,431.250
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DIVISION - 9
FINISHES
COLLECTION
1 TOTAL OF PAGE (9-1) 1431.250
1,431.250CARRIED TO SUMMARY
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INTERNAL WORKSMECHANICAL WORKS
FIRE FIGHTING SYSTEM
Supply and installation the following items as per
specifications and drawings complete in all respect,
including testing, commissioning and any related
work to complete the job in perfect condition for the
satisfaction of the Engineer.
15.1 2 Nos. 25 Kgs. Powder fire extinguisher with
trolle2 Nos. 350.000 700.000 0.00% 100.00% 100.0
in low tension room and transformer room
SUNDRIES
15.2 Documents includin drawin s o eratin L.S. L.S. included included
instructions and maintenance manuals.
15.3 Tools and s ares includin loose ke s L.S. L.S. included included
and consumable stores as er en ineerrecommendations.
Work incidental to the fire fighting
installation
15.4 Allow for co-ordination with other engineering L.S. L.S.
installations. included included
15.5 Allow for cutting or forming holes,mortise, L.S. L.S. 500.000 500.000 0.00% 100.00% 100.0
chases or the like and making good finishing
15.6 Supply and install all missing items, refer to L.S. L.S. included included
s ecifications and works needed.
PREVIOUS
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1,200.000
INTERNAL WORKSMECHANICAL WORKS
Supply and installation the following items as per
specifications and drawings complete in all respect,
including testing, commissioning and any relatedwork to complete the job in perfect condition for the
satisfaction of the Engineer.
STORM WATER
15.7 Rain water sus ended U.P.V.C. i esfittin s as er S ecifications and Drawin s,fixin with and includin all re uisiteand fixin devices includin oints.
15.7.1 3 inch diameter pipeL.S. L.S. 500.000 500.000 0.00% 100.00% 100.00
15.7.2 3 inch dia. Parapet roof drain1 Nos. 100.000 100.000 0.00% 100.00% 100.00
15.8 RAIN WATER PIPE WORK
15.8.1 3 inch diameter cast iron shoe1 Nos. 200.000 200.000 0.00% 100.00% 100.00
15.9 Su l and install all missin items, refer to L.S. L.S. included included
s ecifications and works needed.
800.000
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DIVISION - 15 - MECHANICAL
HVAC
GENERAL NOTES
A. Contractor is responsible to get approvallocal authorities.
B. The HVAC system is a scheme contractorcheck all drawin s and do all ad ustmentsincluding complete with all discipline in orderget good performance of HVAC system
C. Include in quotation all catalogues formaterials and other in which rice based
HVAC System
15.10 An other item s not mentioned above and L.S. L.S. included included
necessary for the optimum operation of the
15.11 Allow for builders works required for all L.S. L.S. included included
works
15.12 Allow for two years maintenance L.S. L.S. included included
all HVAC equipments and system includingrovidin all re uired s are arts.
15.13 Allow for submitting as-built drawings, L.S. L.S. included included
o eration instruction and maintenanceetc.
Exhaust Fans
15.14 Exhaust roof extractor centrifu al t ewith fan electric motor casin housin theflanges back draft damper, vibration isolatross rin t e inlet cones wire uards
panels and all accessorie as perdrawings.
15.14.1 E.F - 01 (3600 cfm) 1 No. 548.650 548.650 0.00% 100.00% 100.00% 54
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Duct Work
15.15 Galvanized sheet rectan ular/round ductfor su l return fresh air toilet exhaust etc.complete with supply, fabrication, installation,hanger, support, equipment connection, ductaccessories, sealant, air leakage tests etc.SMACNA s ecification and A/C drawin s.
15.15.1 USG (20) 130 Kg 0.700 91.000 0.00% 100.00% 100.00%
15.15.2 USG 22 70 Kg 0.680 47.600 0.00% 100.00% 100.00%
Duct Work Accessories
15.16 Motorized and manual volume control L.S. L.S. 500.000 500.000 0.00% 100.00% 100.00% 5
dam er fire dam er turnin vens etc. asand s ecified.
Air Outlets and Inlets
Air outlets and inlets, include an exhaust grill,
exhaust louver, door grill etc, complete asspecified and shown.
15.17 Exhaust air grill (EAG)
15.17.1 EAG 60x 18 1 No. 57.000 57.000 0.00% 100.00% 100.00%
15.17.2 EAG 24x 14 1 No. 40.000 40.000 0.00% 100.00% 100.00%
15.18 Elect. Type wall mounted thermostat for 1 No. included included
room fan c.w. sensor and all required
15.19 Su l and install all missin items refer to L.S. L.S. included included
s ecifications and works needed.
735.600 7CARRIED TO COLLECTION
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DIVISION - 15 - MECHANICAL
COLLECTION
1 TOTAL OF PAGE (15-1) 1200.000
2 TOTAL OF PAGE(15-2) 800.000
3 TOTAL OF PAGE(15-3) 548.650
4 TOTAL OF PAGE(15-4) 735.600
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UNIT RATE AMOUNTA
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16 GENERAL NOTES
include the supply of all materials and
equipment unless otherwise specified,
delivery to site, installations, connections,
testing, commissioning and making ready
for work complete with all necessary cables
wiring, earthing, conduits, draw and outlet
boxes, switches, push-buttons, KWHM,
cable trays, trenches, supply steel frames,
angles, beams, rods fixation etc. and all
necessary accessories and components for
All works shall be carried out according to
drawings, particular and generalspecifications, contract conditions, and to
the latest rules and regulations of M.E.W,
M.O.C., Kuwait Fire Brigade, and any other
concerned authorities, and as approved by
these authorities and approved by the
Engineering.
The contractor has the responsibility to
finalize work as per MEW approval on the
shop drawings and as built drawings without
extra cost implication on the owner side
services (architect, civil and mechanical
works) to finalize his work in a coordinated
the contractor has the responsibility to
fire alarm equipments in the substation to the
main fire alarm control panel located in the
building including all ducts, conduites, cables,
handholes, manholes and all requirements
accessories.
The contractor has the responsibility to
complete voltage drop calculations
the site conditions and exact locations and to
change the sizes of cables according to
the voltage drop calculation results without
cost implication on the owner side.
DIVISION 16 ELECTRICAL
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16.1Supply, install, connect, test and commission
the following Main Low Tension Pannel,
including all feeding cables, cable trays, ducts,
hand holes, man holes, and all accessories,
foundation, earthing, trenching, contract
drawings, MEW requirement and as per the
approval of the Engineer.
16.1.1 M.L.T.B. 1.00 No. 4700.00 4700.00 0.00% 100.00% 100.00%
16.2
upp y , ns a , connec , es an comm ss on
the following Main feeding cables including all its
cable trays, trenches, ducts, conduites,hand
holes, man holes, handholes,covers and all
requirements, accessories, foundation, earthing,
trenching, contract drawings, MEW requirement
and as per the approval of the Engineer.
16.2.1 4c/95mm2 cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to MSB-01
16.2.2 4c/95mm2 cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to MSB-02
16.2.3 4c/95mm2 cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to MSB-03
16.2.4 4c/95mm2 cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to MSB-04
16.2.5 4c/95mm2 cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to MSB-AHU
16.2.6 3(4c/300mm2) cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to MSB-CH/P
16.2.7 4c/25mm2 cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to MSB-PUMP
16.2.8 (4c/16mm2) cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to S/F-FFP-01
16.2.9 (4c/16mm2) cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to S/F-FFP-02
16.2.10 (4c/16mm2) cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to S/F-JFP
16.2.11 (4c/35mm2) cu/xlpe/swa/pvc feeding cable 20.00 mt 30.00 600.00 0.00% 100.00% 100.00%
from MLTP to feeder pillar
16.3
Supply , install, connect, test and commission
the following distribution boards,switch fuses
including all feeding cables, cable trays, ducts,
handholes, wiring, accessories, foundation,
earthing, contract drawings, MEW requirement ,
general specifications and as per the approval of
16.3.1DB-SS
1.00 NO. 500.00 500.00 0.00% 100.00% 100.00%
16.3.2feeder pillar FP-01
1.00 NO. 2500.00 2500.00 0.00% 100.00% 100.00%
14,300.000
DIVISION 16 ELECTRICAL
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TRANSFORMER ROOM- 16.4 supply, install, connect, fix, test and make
ready for work of all lighting fittings. , the price for
the following items shall be included the lighting
points to the respective DBS c/w Wiring ,Conduits
, Earthing,Switches, Push Button, Ceiling Rose
, Silicon Wire, and all accessories required as per
drawings, specifications and MEW regulations for
light fittings types shown on drawings the Contractor
should submit a sample of light fittings for approval
with all internal wiring, control gear and components.
The Contractor should submit the fixation way of light
fittings for approval, as arch. Requirements and
according to the type of ceiling.and as per approval of Engineer.
16.4.1 TYPE E 4.00 No. 50.00 200.00 0.00% 100.00%
16.4.2 TYPE E' 3.00 No. 20.00 60.00 0.00% 100.00%
16.4.3 TYPE K 2.00 No. 35.00 70.00 0.00% 100.00%
16.5 Supply, install and connect to the respective DBs, the following points including conduit wiring, draw
boxes, outlet boxes, face plates, trenching, earthing,
switches, accessories, cable, silicon wire, switches,
double pole switches and all requirements as specified
and as shown in drawing and as per the approval of
Engineer.
16.5.1 13 A 3 Pin Sw. Socket6.00 No. 30.00 180.00 0.00% 100.00%
16.5.2 20 A T.P.N. S/F -EF-01/DB-SS1.00 No. 35.00 35.00 0.00% 100.00%
16.5.3 20 A T.P.N. S/F -FOR MSU 1.00 No. 36.00 36.00 0.00% 100.00%
EARTHING SYSTEM16.6 Supply, install and connect complete earthing system
as per drawing, specification and MEW regulation any
addition earth electrodes needed shall be included1.00 L.S. 250.00 250.00 0.00% 100.00%
without extra cost.
SITE INFRA STRUCTURES&BUILDER
WORK
16.7
All necessary Builders Works, civil work,
foundations, trenching required for electrical
installation for transfromer room, LT room and
site layout. Including all under ground upvcconduits, manholes, handholes , covers
,warning tape, excavation , backfilling and all
accessories required for completion work as per
mew re ulations a rovals and en ineer
1.00 L.S. included included
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FIRE ALARM SYSTEMS
16.8 Supply, install, connect, test and make ready for
complete addressable analogue fire alarm system
including conduits, wiring,
boxes draw boxes, terminal box and all components
and accessories to make the system ready for work asper the drawing, specifications, KFBD approval and
as per approval of Engineer. The contractor is
responsible to finalize the work according to any
changes of KFBD without any extra cost on
the owner side the system shall contain as a
minimum.
16.8.1 Optical Detector 2.00 No. 150.00 300.00 0.00% 100.00% 100.00%
16.8.2 Interfaces with AHU's 1.00 L.S. 100.00 100.00 0.00% 100.00% 100.00%
16.8.3 Interfaces with fire fighting system 1.00 L.S. 350.00 350.00 0.00% 100.00% 100.00%
16.8.4
Arranging to connect to main system and
getting approval of KFB for F.A installation
after completion
1.00 L.S. 300.00 300.00 0.00% 100.00% 100.00%
16.8.5 General Fire Alarm Bell suitable for 1.00 No. 1500.00 1500.00 0.00% 100.00% 100.00%
outdoor W/P
2,550.000CARRIED TO COLLECTION
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TRANSFORMER ROOM- Collection - Electrical
TOTAL OF PAGE (16-1) 0.00
TOTAL OF PAGE (16-2) 14300.00
TOTAL OF PAGE (16-3) 831.00
TOTAL OF PAGE (16-4) 2550.00
17,681.000CARRIED TO SUMMARY
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Index of B.O.Q.
2 Site Work
3 Concrete
4 Masonry
5 Metal7 Thermal and Moisture Protection
8 Doors and Windows
9 Finishes
15 Mechanical
16 Electrical
Summary
Bill No. 3
INDEX OF BOQ
DIVISION
NO.TITLE
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III-4/Index-1
2-1 to 2-2
3-1 to 3-2
4-1 to 4-2
5-1 to 5-27-1 to 7-2
8-1 to 8-2
9-1 to 9-2
15-1 to 15-5
16-1 to 16- 5
Sum-1
PAGE NO.
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