Post on 03-Apr-2018
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Maga Engineering (Pvt) Ltd January 20, 2013
No 200, Nawala road, Narahenpita
Colombo 05
GRAND SUMMARY
A Priliminaries
B Excavation & Earthwork
C Concrete work
D Finishes
E Masonry works
G Doors & Windows
H Roof work & Plumbing
I Miscellaneous
SUB TOTAL
Add : VAT 12%
Item Description Amount
BILL OF QUANTITIES FOR PROPOSED KUTY BUILDING WITH MEDITATION HALL AT MAHAMEWNAWA MONASTERY AT
POLGAHAWELA
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Item Description Unit Qty Rate Amount
A Preliminaries
1 Allow lump sum for providing Bonds & Guarantees Item 1
2 Allow lump sum for Mobilization Item 1
3Allow lump sum to Insurance of works, plant &
machinery, third party and workmenItem 1
4
Provide lump sum to construct, maintain and removal
of temporary building for protection and storage of
material & plant.
Item 1
5Provide lump sum to construct a temporary building foraccommodation of workman
Item 1
6Provide lump sum to construct, furnish, maintain
contractor's office and removal at end of contract.Item 1
7
Provide lump sum to construct, furnish, maintain
contractor's staff accommodation and removal at end
of contract.
Item 1
8Provide lump sum for providing temporary Sanitary
facilities, Health & Welfare for contractors staff at site Item 1
9Provide lump sum for temporary washing bay &
maintainingItem 1
10Provided lump sum for construction management
services to be provided by the contractorItem 1
11Allow lump sum for provision of progress records,
schedules, shop drawings, bar schedules etc.Item 1
12 Allow lump sum for preparation of As-Built Drawingsand Maintenance manuals
Item 1
13 Provide lump sum for setting out of the works Item 1
14
Providing lump sum for supplying water for use of the
work and using for Office , stores &
accommodations
Item 1
Fawared prelliminary Summary
BILL OF QUANTITIES FOR PROPOSED KUTY BUILDING WITH MEDITATION HALL AT MAHAMEWNAWA MONASTERY AT POLGAHAWELA
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Item Description Unit Qty Rate Amount
15
Provide lump sum for Telephone charges required for
carrying out the works and using for Office , stores &
accommodations
Item 1
16
Provide lump sum for Electricity charges required for
carrying out the works and using for Office , stores &
accommodations
Item 1
17Provide lump sum for providing necessary protective
fencing around the siteItem 1
18 Provide lump sum for necessary warning notices, I tem 1
19 Provide lump sum for providing site security staff. Item 1
20 Allow lump sum for supplying specimens & samples ofmaterials & carrying out tests etc.
Item 1
21 Provide lump sum for erection of name board to detail Item 1
22
Provide lump sum for clearing of site on completion
and removal all rubbish & debits leaving all in good
condition
Item 1
23
Allow for providing or maintaining all constructional
plant and equipment necessary for proper execution
of works including small plant, tools scaffolding, liftingmaterials etc.
Item 1
24Allow for general scaffolding( Erection of scaffolding
around the external envelop of the building)Item 1
25 Allow for Staff & General Transport Item 1
26 Allow for Design fees Item 1
TOTAL OF PRELIMINARIES
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Item Description Unit Qty Rate Amount
B Excavation and Earthwork
Excavation of earth with reduced level in any Note
material except in rock requiring blasting, part
returned as fill and surplus disposed as directed for the
following:
B.1 Excavation for the Foundation m 923.50
B.2 Back filling by selected excavated material m 262.50
B.3 Anti-termite treatment m 600.00
Total for Excavation & Earthwork carried to Summary
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Item Description Unit Qty Rate Amount
C Concrete
Unless otherwise stated, all concrete shall be Grade 25. Rate Note
shall include for handling, pumping, curing, etc.
C.1 50mm thk. Lean concrete (G15) -(footings ) m 10.85
C.2 Strip Foundation m 104.23
C.3 Beam of Rubble foundation m 17.50
C.4 Plinth beam m 13.91
C.5 Column Shafts from Basement-2 m 33.56
C.6 Column Shafts from Basement-1 m 47.40
C.7 Column Shafts from Ground floor to top m 120.10
C.8 Basement-2 , floor slab m 39.68
C.9 Basement-1 , floor slab m 57.74
C.10 Basement-1 , Floor beam m 18.45
C.11 In Ground floor Beam m 17.80
C.12 In Ground floor Slab m 71.10
C.13 In First floor Beam m 17.80
C.14 In First floor Slab m 71.10
C.15 In second floor Beam m 30.00
C.16 In second floor Slab m 62.00
C.17 Roof Floor Beam m 26.00
C.18 Roof Floor Slab m 86.40
C.19 In Staircase m 15.62
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Item Description Unit Qty Rate Amount
Forwarded Concrete summary
Formwork
All formwork shall be in Plywood Timber boards of Note
appropriate thickness and shall be approved by the
Engineer
Rate shall include for wastage, transport, cutting, fixing, strikin Note
from concrete and clearing from Site
C.20 Strip Foundation m 302.51
C.21 Beam of Rubble foundation m2 141.50
C.22 Plinth beam m 86.50
C.23 Column Shafts from Basement-2 m 610.00C.24 Column Shafts from Basement-1 m 780.00
C.25 Column Shafts from Ground floor to top m 1,854.38
C.26 Basement-2 , floor slab m 330.68
C.27 Basement-1 , floor slab m 384.99
C.28 Basement-1 , Floor beam m 185.00
C.29 In Ground floor Beam m 214.24
C.30 In Ground floor Slab m 496.57
C.31 In First floor Beam m 214.24
C.32 In First floor Slab m 496.57
C.33 In second floor Beam m 240.00
C.34 In second floor Slab m 505.00
C.35 Roof Floor Beam m 210.00
C.36 Roof Floor Slab m 510.00
C.37 In Staircase m 45.98
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Item Description Unit Qty Rate Amount
Forwarded Concrete summary
Reinforcement
High yield steel (fy = 460 N/mm2) reinforcement with Notemild steel links
Rate shall include for bends,hooks, binding wires,
cover blocks, etc.
C.38 Strip Foundation ton 13.03
C.39 Beam of Rubble foundation ton 2.63
C.40 Plinth beam ton 1.39
C.41 Column Shafts from Basement-2 ton 5.87
C.42 Column Shafts from Basement-1 ton 8.30
C.43 Column Shafts from Ground floor to top ton 21.02
C.44 Basement-2 , floor slab ton 3.57
C.45 Basement-1 , floor slab ton 5.20
C.46 Basement-1 , Floor beam ton 3.23
C.47 In Ground floor Beam ton 3.12
C.48 In Ground floor Slab ton 6.40
C.49 In First floor Beam ton 3.12
C.50 In First floor Slab ton 6.40
C.51 In second floor Beam ton 5.25
C.52 In second floor Slab ton 5.58
C.53 Roof Floor Beam ton 4.55
C.54 Roof Floor Slab ton 7.78
C.55 In Staircase ton 1.56
Total for Concrete carried to Summary
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Item Description Unit Qty Rate Amount
D Finishes
Floor
D.1 Bed room-Cement sand rendering and finishing by Terrazzomachine cut
m 735.59
D.2Corridor-finishing by 200x200mm Terracota Tile (Tile cost
Rs.33.00 Per tile)m 551.77
D.3Bath room- 300x300 mm Non slippery tiling (Tile cost Rs.150.00
Per tile)m 154.36
D.4Toilets - 200x200mm White colour rough tiles(Tile cost Rs.90.00
Per tile)m 95.74
D.5 Second floor- finishing by 200x200 Teracotta m 482.81
Wall
D.6External wall plastering, 15 mm thick in 1:5 cement, sand
mortarm 1,114.83
D.7Internal wall plastering, 15 mm thick in 1:5 cement, sand
mortar3,392.04
D.8 Wall painting-Internal m 1,930.93
D.9 Wall painting-External m 545.81
D.10 Wall tiles for Bath area m 357.84
D.11 Wall tiles for Toilets (Tile:200x200mm) m 300.36
Total for Finishes carried to Summary
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Item Description Unit Qty Rate Amount
E Masonry work
E.1 Hollow Cement Block work 6" thick m 2,418.93
F Rubble work
F.1 Reatining wall at Basement-2 m3 83.72
F.2 Reatining wall at Basement-1 m3 56.80
F.3Retaining wall, 15 mm thick in 1:3 cement, sand mortar
finished externalm 1,000.00
Total for Masonry carried to Summary
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Item Description Unit Qty Rate Amount
G Doors & Windows
All door frame to be of Red Balau and sashes to be of '
Mackply' or equivalent. 2 coats of Clear wood preservative to
be applied prior to fabrication of door frames and in all
plywood doors.
G.13" x 8'-3" Timber door frame with louvers with 2'-6" x 6'-9" size
door panal - D1Nos 83.00
G.32'-6" x 8'-3" Timber door frame with louvers with 2'-6" x 6'-9" size
door panal - D3Nos 33.00
G.4 2' x 5'-6" single panal Timber window with fixed louvers - W1 Nos 4.00
G.5 4' x 5'-6" double panal Timber window with fixed louvers -W3 Nos 75.00
Aluminum Door
G.2 2'-6" x 6'-9" size Aluminum and glass door panal - D2 Nos 63.00
G.6 2'-9" x2' size Aluminum fan light Nos 24.00
Total for Doors & Windows carried to Summary
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Item Description Unit Qty Rate Amoun
H Roofing and Roof Plumbing
Side roof
H.1 3'-4" wide clay tile roof round the floors m2 615.00
H.2
Zn-Alum roof with 6 Nos of SC100-20 purlins and 50mm dia.
Medium duty GI pipe for top and bottom chord and 40mm
dia. Medium pipe for bracings truss at 2.7 m distance.
area of sheet m2 650.00
length of purlin m 470.00
Truss
length of GI 50mm dia. Medium duty Pipes m 570.00
length of GI 40mm dia. Medium duty Pipes m 600.00
No of 150mm x 150mm x5mm ms plates Nos 60.00
no.of 50x50x3 L angle ( 100mm length) Nos 120.00
Total for Roofs carried to Summary
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Item Description Unit Qty Rate Amount
I Miscellaneous
I.1 Court yard-Rubble wall
I.1.1 Concrete
Stair case m3 6.40
Floor slab m3 5.00
I.1.2 Formwork
Stair case m2 45.00
Floor slab m2 5.00
I.1.3 Reinforcement
Stair case Ton 0.64
Floor slab-formwork Ton 0.45
I.1.4 Rubble wall m3 40.00
TOTAL FOR FOR MISCELLANEOUS WORK.