1.Final Mahamewnawa BOQ

7/29/2019 1.Final Mahamewnawa BOQ

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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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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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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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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.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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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.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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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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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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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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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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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.

1.Final Mahamewnawa BOQ

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