bill 06 civil

EngineeringAssociates

Bill No. 06Mosque

document.xlsBld 6 Sum

AFGHAN EMBASSY IN ISLAMABADBILL OF QUANTITIES

SUMMARY

Item Ref. Description Amount

6.1.0 SUB STRUCTURE 216,023.89

6.2.0 SUPER STRUCTURE 96,395.89

6.3.0 MASONRY 12,878.96

6.4.0 METALS Nil

6.5.0 WOOD AND PLASTICS Nil

6.6.0 THERMAL & MOISTURE PROTECTION 12,409.10

6.7.0 DOORS AND WINDOWS 18,997.36

6.8.0 INTERNAL FINISHES 89,354.09

6.9.0 EXTERNAL FINISHES (BUILDING) 3,021.55

6.10.0 BUILDER'S WORK IN CONNECTION WITH MEP WORKS -


Bill No. 06Mosque

document.xlsBld 6 Sum

Amount Carried to General Summary (Civil) 449,080.85

Summary Bill No. 06



Bill No. 06Mosque

document.xls6.1-Sum

SUB STRUCTURE SUMMARY

Description Unit Quantity Rate

6.1.0 3-A SUB STRUCTURE

6.1.1 DIVISION 2 - SITE CONSTRUCTION

6.1.2 DIVISION 3 - CONCRETE WORKS

6.1.3 DIVISION 7 - MOISTURE PROTECTION

Item Ref.



Bill No. 06Mosque

document.xls6.1-Sum

Description Unit Quantity Rate Item Ref.

Carried to Summary Total

Page No. 6.1.1



Bill No. 06Mosque

document.xls6.1-Sum

SUB STRUCTURE SUMMARY

Amount

10,379.94

145,822.78

59,821.17



Bill No. 06Mosque

document.xls6.1-Sum

Amount

216,023.89

Page No. 6.1.1



Bill No. 06Mosque

document.xls6.1.1

Description Unit Quantity 60% 80.00

6.1.0 SUB STRUCTURE 50%

6.1.1 DIVISION 2 - SITE CONSTRUCTION - -

- -

SECTION 02230 - SITE CLEARING - SECTION 02300 - EARTH WORK -

SECTION 02361 - TERMITE CONTROL - -

a)

- -

i) Maximum depth not exceeding 1.00 meter 600 284 5.67

ii) Maximum depth not exceeding 3.00 meter 540 354 7.09 -

b)

- -

i) 350 215 4.29

ii) With imported earth brought from out side - 811 16.23 -

c)

M² 425 194 3.88 - - - - - - - - - - - - - - -

Item Ref.

All items under this head to be carried out as per specifications, Drawings, relevant BSI/ASTM Standards, complete in all respect to the entire satisfaction of the Engineer.

Excavation from existing ground level upto the required level including site clearing, dressing, levelling, compacting the excavated earth, stacking at appropriate place suitable excavated earth, carting away surplus earth to dispose off at locations approved by the local authorities etc. complete in all respect as per specifications, drawings and direction of the Engineer.

M³

M³

Backfilling upto required level including dressing, levelling, compacting in layers not exceeding 6" thick etc. complete in all respect as per specifications and drawings.

With suitable material selected from excavated earth. M³

M³

Termite control treatment of subgrade soil, excavated surfaces and fill material with 'Termidor 25EC' from Rhone Poulenc or approved equivalent as per manufacturer's specifications and instructions.( Plinth area to be measured for payment).



Bill No. 06Mosque

document.xls6.1.1

Description Unit Quantity 60% 80.00 Item Ref.

Carried to Sub Structure Summary Total

Page No. 6.1.2



Bill No. 06Mosque

document.xls6.1.1

Amount

3,403

3,828

1,502

Rate only

1,647



Bill No. 06Mosque

document.xls6.1.1

Amount

10,380

Page No. 6.1.2



Bill No. 06Mosque

document.xls6.1.2


6.1.0 SUB STRUCTURE

6.1.2 DIVISION 3 - CONCRETE WORKS - -

-

SECTION 03300 - CAST-IN-PLACE CONCRETE -

CONCRETE -

a)

-

i) Basement & Under plinth level M² 740 471 9.42 -

b)

-

i) Below Structural Concrete 95 3,697 73.95 -

c)

-

i) Footing 67 5,658 113.15

ii) Column upto Plinth level 23 6,364 127.28

iii) Tunnel Concrete for Walls, base etc 400 6,187 123.75

- - - - - - - -

Item Ref.


Providing and laying plain cement concrete 150mm thick class "E" (1:4:8) in foundation having a minimum Cylinderic strength of 1000 lbs per sq. inch at 28 days, for blinding or under floor where required using approved quality of 3/4" maximum size graded crush stone or gravel with approved quality local sand including rodding, levelling, compacting and curing etc, complete as per specifications, drawings and to the entire satisfaction of Engineer.

Providing and laying plain cement concrete class "D" (1:3:6) in foundation having a minimum Cylinderic strength of 1500 lbs per sq. inch at 28 days, for blinding or under floor where required using approved quality of 3/4" maximum size graded crush stone or gravel with approved quality local sand including rodding, levelling, compacting and curing etc, complete as per specifications, drawings and to the entire satisfaction of Engineer.

M³

Providing and laying Reinforced cement concrete class "A" (1:1:2) in sub structure works having a minimum Cylinderic strength of 4000 lbs per sq. inch at 28 days, using approved quality of 3/4" maximum size graded crush aggregate and with approved quality fine aggregate including mechanicaly viberating, levelling, compacting and curing etc, complete as per specifications, drawings and to the entire satisfaction of Engineer.

M³

M³

M³



Bill No. 06Mosque

document.xls6.1.2


Carried to Collection Total

Page No. 6.1.3

d)

-

i) Plinth Beam 60 4,853 97.06 -

FORMWORK -

e)

-

Below FFL -

i) Footing M² 130 269 5.38

ii) Column upto Plinth level M² 194 484 9.69

iii) Tunnel Concrete for Walls, base etc M² 2,000 377 7.53

iv) Plinth Beam M² 475 484 9.69 -

REINFORCEMENT -

f)

Tonne 35 62,500 1,250.00


Collection

Total Page - 6.1.3

Providing and laying Reinforced cement concrete class "B" (1:1½:3) in sub structure works having a minimum Cylinderic strength of 3000 lbs per sq. inch at 28 days, using approved quality of 3/4" maximum size graded crush aggregate and with approved quality fine aggregate including mechanicaly viberating, levelling, compacting and curing etc, complete as per specifications, drawings and to the entire satisfaction of Engineer.

M³

Fabrication, Errecting and removing Steel Formwork and scaffolding as required for all type of concrete structures, strong enough to withstand the mechanical vibration of concrete and to give plain & smooth surfaces as specified and directed by the Engineer. Contractor to obtain the approval of the formwork design from the Engineer before starting the fabrication, payment shall be made only after successfull removal of formwork after concrete pouring as per approval by the Engineer.

Providing, supplying, cutting, fabricating, placing and installing in position etc., straight or curved and tie hot rolled or cold-worked deformed steel bar reinforcement having minimum yield strength 60,000 psi, including cost of binding wire, chairs, wastages, precast c.c. spacers and welding where required by the Engineer, as per BS or ASTM standard. Only the overlaps which are shown on drawings or instructed by the Engineer shall be payable as per BSI 4466. Complete as per drawing and specifications for all kind of R.C.C. work. Bars to be cut and placed in position at any level according to the Bar bending schedule prepared by the contractor and approved by the Engineer.



Bill No. 06Mosque

document.xls6.1.2


Total This Page

Carried to Sub Structure Summary

Page No. 6.1.4



Bill No. 06Mosque

document.xls6.1.2

Amount

6,967

7,025

7,581

2,927

49,498



Bill No. 06Mosque

document.xls6.1.2

Amount

73,999

Page No. 6.1.3

5,823

700

1,879

15,070

4,602

43,750

71,824

73,999



Bill No. 06Mosque

document.xls6.1.2

Amount

71,824

145,823

Page No. 6.1.4



Bill No. 06Mosque

document.xls6.1.3


6.1.0 SUB STRUCTURE 50%

6.1.3 DIVISION 7 - MOISTURE PROTECTION - -

- -

SECTION 07115 - BITUMINOUS DAMPPROOFING - SECTION 07132 - ELASTOMERIC SHEET WATERPROOFING -

SECTION 07142 - HOT FLUID - APPLIED WATERPROOFING -

SECTION 07210 - BUILDING INSULATION - SECTION 03300 - CAST-IN-PLACE CONCRETE -

-

a)

M² 2,325 861 17.22 - -

b)

M² 875 238 4.77 - -

c)

M² 1,450 538 10.76 - - - - - - -

Item Ref.


Provide and lay Adesobit 2050 from Dermabit or approved equivalent waterproofing over the foundation, retaining wall etc, complete as per manufacturer's specifications and instructions.

Providing and laying plain cement concret 50mm thick 1500psi Cube Strength screed as protection layer for waterproofing horizontal surface etc, complete as directed by the Engineer

Providing and fixing protection board comprising 3/4" thick hardboard on vertical surface etc., complete as per detailed shown on drawings and as directed by the Engineer.



Bill No. 06Mosque

document.xls6.1.3


Carried to Sub Structure Summary Total

Page No. 6.1.5



Bill No. 06Mosque

document.xls6.1.3

Amount

40,042

4,171

15,608



Bill No. 06Mosque

document.xls6.1.3

Amount

59,821

Page No. 6.1.5



Bill No. 06Mosque

document.xls6.2-Sum

SUPER STRUCTURE SUMMARY

Description Unit Quantity Rate Amount

6.2.0 SUPER STRUCTURE

6.2.1 DIVISION 3 - CONCRETE WORKS 96,395.89

Carried to Summary Total 96,395.89

Item Ref.



Bill No. 06Mosque

document.xls6.2-Sum

Page No. 6.2.1



Bill No. 06Mosque

document.xls6.2 .1


6.2.0 SUPER STRUCTURE

6.2.1 DIVISION 3 - CONCRETE WORKS - -

- -

SECTION 03300 - CAST-IN-PLACE CONCRETE - SECTION 03450 - ARCHITECTURAL PRECAST CONCRETE -

CONCRETE -

a)

-

i) Column 34 6,364 127.28 -

b)

-

i) Beams 40 5,206 104.12

ii) Slab 54 5,206 104.12

iii) Domb 5 5,706 114.12

-

-

-

-

-

-

- - - - - - - - - -

Item Ref.


Providing and laying Reinforced cement concrete class "A" (1:1:2) in sub structure works having a minimum Cylinderic strength of 4000 lbs per sq. inch at 28 days, using approved quality of 3/4" maximum size graded crush aggregate and with approved quality fine aggregate including mechanicaly viberating, levelling, compacting and curing etc, complete as per specifications, drawings and to the entire satisfaction of Engineer.

M³

Providing and laying Reinforced cement concrete class "B" (1:1½:3) in sub structure works having a minimum Cylinderic strength of 3000 lbs per sq. inch at 28 days, using approved quality of 3/4" maximum size graded crush aggregate and with approved quality fine aggregate including mechanicaly viberating, levelling, compacting and curing etc, complete as per specifications, drawings and to the entire satisfaction of Engineer.

M³

M³

M³



Bill No. 06Mosque

document.xls6.2 .1



Page No. 6.2.2



Bill No. 06Mosque

document.xls6.2 .1


FORMWORK

c)

-

i) Column M² 270 484 9.69

ii) Beams M² 350 484 9.69

iii) Slab M² 367 484 9.69

iv) Domb M² 35 1,284 25.69 -

REINFORCEMENT -

d)

Tonn 57 62,500 1,250.00


Collection

Total Page - 6.2.2

Total This Page

Fabrication, Errecting and removing Steel Formwork and scaffolding as required for all type of concrete structures, strong enough to withstand the mechanical vibration of concrete and to give plain & smooth surfaces as specified and directed by the Engineer. Contractor to obtain the approval of the formwork design from the Engineer before starting the fabrication, payment shall be made only after successfull removal of formwork after concrete pouring as per approval by the Engineer.

Providing, supplying, cutting, fabricating, placing and installing in position etc., straight or curved hot rolled or cold-worked deformed steel bar reinforcement having minimum yield strength 60,000 psi, including cost of binding wire, chairs, wastages, precast c.c. spacers and welding where required by the Engineer, as per BS or ASTM standard. Only the overlaps which are shown on drawings or instructed by the Engineer shall be payable as per BSI 4466. Complete as per drawing and specifications for all kind of R.C.C. work. Bars to be cut and placed in position at any level according to the Bar bending schedule prepared by the contractor and approved by the Engineer.



Bill No. 06Mosque

document.xls6.2 .1


Carried to Super Structure Summary Total

Page No. 6.2.3



Bill No. 06Mosque

document.xls6.2 .1

Amount

4,327

4,165

5,622

571



Bill No. 06Mosque

document.xls6.2 .1

Amount

14,685

Page No. 6.2.2



Bill No. 06Mosque

document.xls6.2 .1

Amount

2,616

3,391

3,555

899

71,250

81,711

14,685

81,711



Bill No. 06Mosque

document.xls6.2 .1

Amount

96,396

Page No. 6.2.3



Bill No. 06Mosque

document.xls6.3-Sum

MASONRY SUMMARY


6.3.0 DIVISION 4 - MASONRY 12,878.96

Item Ref.



Bill No. 06Mosque

document.xls6.3-Sum

Carried to Summary Total 12,878.96

Page No. 6.3.1



Bill No. 06Mosque

document.xls6.3.0


6.3.0 DIVISION 4 - MASONRY

-

SECTION 04810 - UNIT MASONRY ASSEMBLIES -

Insulated cavity walls -

- a) 500mm thick -

i) Basement M² - 2,336 46.73 ii) Ground Floor M² - 2,336 46.73 iii) First Floor M² - 2,336 46.73 iv) Roof Floor M² - 2,336 46.73

- b) 300mm thick -

i) Basement M² 153 1,698 33.97 ii) Ground Floor M² 153 1,698 33.97 iii) First Floor M² - 1,698 33.97 iv) Roof Floor M² - 1,698 33.97

c) Solid Block Masonry walls -

-

200mm thick walls - i) Basement M² - 975 19.51 ii) Ground Floor M² - 975 19.51 iii) First Floor M² - 975 19.51 iv) Roof Floor M² - 975 19.51

- -

Item Ref.


Providing and lay 300mm thick insulated cavity wall for external comprising (100mm thick solid block 1000 psi minimum individual strength, 150mm thick hollow block 500 psi minimum individual strength (average strength to be as per ASTM standards) and 50mm thick layer of moulded polysterene of 32 kg/cm comprehensive stregth), setting the blocks in 1:4 cement sand mortar, raked joints including curing, scaffolding, wedges, strips, M.S. anchors from RCC columns / walls at every third layer horizontaly and 1 meter verticaly, installing of wooden / PVC / steel sleeves for openings (sleeves to be provided by utility Contractors), hacking of existing surface for bonding where necessary required, etc. complete in all respect as per specifications and drawings and as directed by the Engineer

Provide and lay machine made solid (800 psi minimum individual strength for internal walls and 1000 psi minimum individual strength for external walls) or hollow (500 psi minimum individual strength) non-load bearing block masonry of approved quality (average strength to be as per ASTM standards), setting the blocks in 1:4 cement sand mortar, raked joints including curing, scaffolding, wedges, strips, M.S. anchors from RCC columns / walls at every third layer horizontaly and 1 meter verticaly, installing of wooden / PVC / steel sleeves for openings (sleeves to be provided by utility Contractors), hacking of existing surface for bonding where necessary, etc. complete in all respect as per specifications and drawings and as directed by the Engineer.



Bill No. 06Mosque

document.xls6.3.0



Page No. 6.3.2



Bill No. 06Mosque

document.xls6.3.0


150mm thick walls - i) Basement M² - 839 16.79 ii) Ground Floor M² 102 839 16.79 iii) First Floor M² - 839 16.79 iv) Roof Floor M² - 839 16.79

100mm thick walls - i) Basement M² - 703 14.05 ii) Ground Floor M² - 703 14.05 iii) First Floor M² - 703 14.05 iv) Roof Floor M² 55 703 14.05

-


Collection

Total Page - 6.3.2

Total This Page



Bill No. 06Mosque

document.xls6.3.0


Carried to Masonry Summary Total

Page No. 6.3.3



Bill No. 06Mosque

document.xls6.3.0

Amount

Rate only Rate only Rate only Rate only

5,197 5,197

Rate only Rate only




Bill No. 06Mosque

document.xls6.3.0

Amount

10,394

Page No. 6.3.2



Bill No. 06Mosque

document.xls6.3.0

Amount

Rate only 1,712

Rate only Rate only

Rate only Rate only Rate only

773

2,485

10,394

2,485



Bill No. 06Mosque

document.xls6.3.0

Amount

12,879

Page No. 6.3.3



Bill No. 06Mosque

document.xls6.4-Sum

METALS SUMMARY


6.4.0 DIVISION 5 - METALS Nil

Item Ref.



Bill No. 06Mosque

document.xls6.4-Sum

Carried to Summary Total Nil

Page No. 6.4.1



Bill No. 06Mosque

document.xls6.4.0


6.4.0 DIVISION 5 - METALS

- -

SECTION 05120 - STRUCTURAL STEEL - SECTION 05500 - METAL FABRICATIONS - SECTION 05530 - GRATINGS - SECTION 09912 - INTERIOR PAINTING -

- -

a)

RM - 2,500 50.00 - - -

Item Ref.


Fabricating, providing and fixing M.S hollow square bar stair railing fixed on wall, floor and steps including 3" round deodar wood handrail fixed on top of 20mm x 6mm M.S flat iron including, screws, red oxide paint / polish on wood etc., complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.



Bill No. 06Mosque

document.xls6.4.0


Carried to Metals Summary Total

Page No. 6.4.2



Bill No. 06Mosque

document.xls6.4.0

Amount

Rate only



Bill No. 06Mosque

document.xls6.4.0

Amount

Nil

Page No. 6.4.2



Bill No. 06Mosque

document.xls6.5-Sum

WOOD AND PLASTIC SUMMARY


6.5.0 DIVISION 6 - WOOD AND PLASTICS

Item Ref.



Bill No. 06Mosque

document.xls6.5-Sum


Page No. 6.5.1



Bill No. 06Mosque

document.xls6.5-Sum

WOOD AND PLASTIC SUMMARY

Amount

Nil



Bill No. 06Mosque

document.xls6.5-Sum

Nil

Page No. 6.5.1



Bill No. 06Mosque

document.xls6.5.0


6.5.0 WOOD AND PLASTICS

SECTION 02361 - TERMITE CONTROLSECTION 06200 - FINISH CARPENTRY SECTION 06401 - EXTERIOR ARCHITECTURAL WOOD WORK SECTION 06402 - INTERIOR ARCHITECTURAL WOOD WORK SECTION 09931 - WOOD STAINS AND TRANSPARENT FINISHES

Item Ref.


This above mentioned sections will be refered with Provisional sums works according to their discipline



Bill No. 06Mosque

document.xls6.5.0

Description Unit Quantity Rate AmountItem Ref.

Carried to Metals Summary Total Nil

Page No. 6.5.2



Bill No. 06Mosque

document.xls6.6-Sum

THERMAL & MOISTURE PROTECTION SUMMARY


6.6.0 DIVISION 7 - THERMAL & MOISTURE PROTECTION

Item Ref.



Bill No. 06Mosque

document.xls6.6-Sum


Page No. 6.6.1



Bill No. 06Mosque

document.xls6.6-Sum

THERMAL & MOISTURE PROTECTION SUMMARY

Amount

12,409.10



Bill No. 06Mosque

document.xls6.6-Sum

12,409.10

Page No. 6.6.1



Bill No. 06Mosque

document.xls6.6.0


6.6.0 DIVISION 7 - THERMAL & MOISTURE PROTECTION

- -

SECTION 07115 - BITUMINOUS DAMP PROOFING -

SECTION 07210 - BUILDING INSULATION -

SECTION 07530 - ELASTOMERIC MEMBRANE ROOFING -

SECTION 07620 - SHEET METAL FLASHING AND TRIM -

SECTION 07920 - JOINT SEALANTS - -

a)

M² 400 1,551 31.02 -

i)

M² -

ii)

M² -

iii)M² -

iv) M² -

v)

M² -

vi) 24 SWG G.I. Sheet flashing screwed to wall. RM -

vii) Making of Scupper detail around disposal points. No. -

-

-

-

Item Ref.


Provide and lay roof treatment as per specifications, and shown in drawings and details shown consisting of following items (For payment screed area will be measured)

1500 psi cube strength screed in required slope minimum 40mm thick including curing, making ridges, valleys, champhered edges, hacking and chipping of existing surface for bonding where necessary, etc.4mm thick sheet waterproofing membrane Ecogum 4P from Dermabit Waterproofing Industries or approved equivalent with a reinforcement of non-woven polyster over a coat of primer, sealing of edges including one coat of roof guard (cold applied bitumen) over exposed waterproofing, etc. as per manufacturer's specifications and instructions.40mm thick layer of moulded polysterene of 32 Kg. / CM.50mm thick 1500psi cube strength protection screed300 x 300 x 25mm / 200mm x 200mm x 25mm bevelled edge cement concrete tiles of approved quality and sample with 1:4 cement sand mortar base of required thickness, setting the tiles with neat cement mortar including grouting, curing, cleaning etc., complete.



Bill No. 06Mosque

document.xls6.6.0


Carried to Thermal & Moisture Protection S Total

Page No. 6.6.2



Bill No. 06Mosque

document.xls6.6.0

Amount

12,409.10

Included

Included

Included

Included

Included

Included

Included



Bill No. 06Mosque

document.xls6.6.0

Amount

12,409.10

Page No. 6.6.2



Bill No. 06Mosque

document.xls6.7-Sum

DOORS & WINDOWS SUMMARY


6.7.0 DIVISION 8 - DOORS & WINDOWS

Item Ref.



Bill No. 06Mosque

document.xls6.7-Sum


Page No. 6.7.1



Bill No. 06Mosque

document.xls6.7-Sum

DOORS & WINDOWS SUMMARY

Amount

18,997.36



Bill No. 06Mosque

document.xls6.7-Sum

18,997.36

Page No. 6.7.1



Bill No. 06Mosque

document.xls6.7.0


6.7.0 DIVISION 8 - DOORS & WINDOWS 50%

-

SECTION 02361 - TERMITE CONTROL -

SECTION 06200 - FINISH CARPENTRY -

SECTION 08125 - INTERIOR ALUMINUM FRAMES -

SECTION 08163 - SLIDING ALUMINUM-FRAMED GLASS DOORS -

SECTION 08211 - FLUSH WOOD DOORS -

SECTION 08515 - ALUMINUM AND WOOD WINDOWS -

SECTION 08712 - DOOR HARDWARE -

SECTION 08800 - GLAZING -

SECTION 08911 - GLAZED ALUMINUM CURTAIN WALLS -

SECTION 08912 - STRUCTURAL SEALANT GLAZED CURTAIN WALLS -

SECTION 09931 - WOOD STAINS AND TRANSPARENT FINISHES - -

a)

-

i) Frame size 7" wide x 2" thick -

Basement RM 13 2,418 48.36

Ground Floor RM - 2,418 48.36

First Floor RM - 2,418 48.36

Roof Floor RM - 2,418 48.36 -

ii) Frame size 5" wide x 2" thick -

Basement RM - 1,827 36.55

Ground Floor RM - 1,827 36.55

First Floor RM - 1,827 36.55

Roof Floor RM - 1,827 36.55 -

b)

RM - 812 16.24 -

c)

RM - 758 15.16 - - -

-

Item Ref.


Making, providing, and fixing teak wood door frame including hold fast, screws, solignum paint etc., complete in all respect, as per specifications & relevant drawings, and to the entire satisfaction of the Engineer.

Fabricating, providing and fixing 2" thick 7" wide 18 SWG G.I door frame filling with 1:4 cement sand mortar including hold fast, screws, red oxide paint etc., complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.

Fabricating, providing and fixing 2" thick 5" wide 18 SWG G.I door frame filling with 1:4 cement sand mortar including hold fast, screws, red oxide paint etc., complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.



Bill No. 06Mosque

document.xls6.7.0



Page No. 6.7.2

d)

-

i) Basement M² 10 11,120 222.41

ii) Ground Floor M² - 11,120 222.41

iii) First Floor M² - 11,120 222.41

iv) Roof Floor M² - 11,120 222.41 -

e)

-

i) Basement M² - 11,676 233.53



iv) Roof Floor M² - 11,676 233.53 -

f)

-

i) Basement M² - 5,267 105.35



iv) Roof Floor M² - 5,267 105.35 -

g)

RM 60 492 9.84 -

h)

- -

Basement 5,382 107.64 - -

Making & providing 1½" thick Teak wood solid paneled shutters including supply and fixing with S.S. hinges, screw, bolts including clear stained polishing etc., complete in all respect, as per specifications & relevant drawings, and to the entire satisfaction of the Engineer.

Making & providing 1½" thick Teak wood partly solid and partly glazed paneled shutters including supply of and fixing with S.S. hinges, screw, bolts including clear stained polishing etc., complete in all respect, as per specifications & relevant drawings, and to the entire satisfaction of the Engineer.

Making & providing 1½" thick flush door solid core shutters veneered with 5mm thick teak ply deodar wooden edge lipping, including supply of and fixing with S.S. hinges, screw, bolts etc. including polishing / painting etc., complete in all respect, as per specifications & relevant drawings, and to the entire satisfaction of the Engineer.

Providing, making and fixing 2" wide and 3/8" average thick teak wood architrave fixing with nails including polishing / painting etc.,at any height or floor, complete in all respect, as per specifications & relevant drawings, and to the entire satisfaction of the Engineer.

Providing, fabricating and fixing full glazed natural anodized aluminum window / ventilator of approved manufacturer using delux quality standard sections from Gulf Extrusion (U.A.E) with 5mm thick distortion free clear imported glass including imported hardware, handles, locks, PVC / rubber gaskit and sealant etc., complete in all respect, as per drawings and specifications and all works to be carried out the satisfaction of Engineer.



Bill No. 06Mosque

document.xls6.7.0


- - -


Page No. 6.7.3 -

Ground Floor -

i) Type A M² 36 5,382 107.64 -

First Floor -

i) Type B M² 16 5,382 107.64

ii) Type C M² 20 5,382 107.64

iii) Type D M² 20 5,382 107.64

iv) Type E M² 20 5,382 107.64

v) Type F M² 16 5,382 107.64 -

j)

M² 15 5,920 118.40 - -


Collection

Total Page - 4.7.2

Total Page - 4.7.3

Total This Page

Providing, fabricating and fixing full / partially glazed natural anodized aluminum door with frame at any height / floor of approved manufacturer using delux quality standard sections from Gulf Extrusion (U.A.E) with 5mm thick distortion free clear imported glass including imported hardware, handles, locks, PVC / rubber gaskit and sealant etc., complete in all respect, as per drawings and specifications and all works to be carried out the satisfaction of Engineer.



Bill No. 06Mosque

document.xls6.7.0


Carried to Doors & Windows Summary Total

Page No. 6.7.4



Bill No. 06Mosque

document.xls6.7.0

Amount

629 Rate only Rate only Rate only


Rate only

Rate only



Bill No. 06Mosque

document.xls6.7.0

Amount

629

Page No. 6.7.2

2,224 Rate only Rate only Rate only



591

Nil



Bill No. 06Mosque

document.xls6.7.0

Amount

2,815

Page No. 6.7.3

3,875

1,722 2,153 2,153 2,153 1,722

1,776

15,554

629

2,815

15,554



Bill No. 06Mosque

document.xls6.7.0

Amount

18,997

Page No. 6.7.4



Bill No. 06Mosque

document.xls6.8-Sum

INTERNAL FINISHES SUMMARY


6.8.0 DIVISION 9 - (A) INTERNAL FINISHES

6.8.1 FLOOR FINISHES

6.8.2 WALL FINISHES

6.8.3 CEILING

Item Ref.



Bill No. 06Mosque

document.xls6.8-Sum


Page No. 6.8.1



Bill No. 06Mosque

document.xls6.8-Sum

INTERNAL FINISHES SUMMARY

Amount

63,255.40

17,689.10

8,409.59



Bill No. 06Mosque

document.xls6.8-Sum

89,354.09

Page No. 6.8.1



Bill No. 06Mosque

document.xls6.8.1


6.8.0 DIVISION 9 - (A) INTERNAL FINISHES ( FLOOR FINISHES ) 50%

- -

6.8.1 FLOOR FINISHES - -

SECTION 09310 - CERAMIC TILES -

SECTION 09400 - TERRAZZO -

SECTION 09638 - STONE PAVING AND FLOORING -

SECTION 09640 - WOOD FLOORING -

SECTION 09642 - FLOOR ASSEMBLIES -

SECTION 09671 - RESINOUS FLOORING -

SECTION 09680 - CARPET - -

a)

- i) Basement M² 455 271 5.43 ii) Ground Floor M² - 273 5.46 iii) First Floor M² - 271 5.43 iv) Roof Floor M² - 271 5.43

-

b)

- i) Basement M² - 2,108 42.15 ii) Ground Floor M² - 2,108 42.15 iii) First Floor M² - 2,108 42.15 iv) Roof Floor M² - 2,108 42.15

-

c)

- i) Basement M² - 6,306 126.11 ii) Ground Floor M² 482 6,306 126.11 iii) First Floor M² - 6,306 126.11 iv) Roof Floor M² - 6,306 126.11

- - -

Item Ref.


Type F8 - Providing and laying in slope, minimum average 2" thick cement concrete floor (1:2:4) cast in place, laid in panels, wood trowel finished with curing etc. in parking areas or where required , complete all works to be carried out the satisfaction of the Engineer.

Type F1 - Providing and laying 600 x 600mm Porcelain tile floor from RAK or as approved, laid over 2" thick 1:4 cement sand mortar as per specification, maintaining proper slopes as required with grouting and protecting of surfaces etc, complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.

Type F3 - Providing and laying 600 x 600mm 1" thick pre polish best quality imported marble of approved shade and type for floor with 2mm grove or S.S strip as per details laid over 2" thick 1:4 cement sand screed as per specification, maintaining proper slopes as required with grouting and protecting of surfaces etc, complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.



Bill No. 06Mosque

document.xls6.8.1



Page No. 6.8.2

d)


-

e)

-

Ground Floor -

i) Tread (Size 1250mm x 300mm) Nos. - 2,889 57.79

ii) Riser (Size 1250mm x 150mm) Nos. - 1,243 24.86

iii) Landing M² - 7,705 154.10 -

f)

- -

i) Kitchen Counter ( As per size / drawings)) M² - 12,713 254.26 -

ii) Vanity Counter ( As per size / drawings) M² - 12,713 254.26 -

g)

M² - 6,306 126.11 - - - - - - - - -

Type F2 - Providing and laying 200 x 200 mm Glazed non skid ceramic tiles on floor with or without patterns imported Spanish or equivalent as approved, complete with preparation of 1:4 cement screed base, providing slopes, grouting with coloured matching cement, sealant etc., complete in all respect as per specifications & drawings and as directed by the Engineer.

Providing and fixing 1" thick pre polish best quality imported marble of approved shade and type for stair case with class "C" concrete base including grouting with coloured matching sealant etc., complete in all respect as per specifications & drawings and as directed by the Engineer .

Providing and fixing 1" thick pre polish best quality imported marble of approved shade and type set in 1:2 cement sand mortar base including bullnosing / chmfering edges, marble apron, RCC slab, masonry, plaster and making hole for wash basin, grouting with coloured matching sealant etc., complete in all respect as per specifications & drawings and as directed by the Engineer .

Type F4 - Providing and laying 1" thick pre polish best quality imported Granite of approved shade and type for entrance floor and steps / where required at any height / floor with 2mm grove or S.S strip as per required details laid over 2" thick 1:4 cement sand screed as per specification, maintaining proper slopes as required with grouting and protecting of surfaces etc, complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.



Bill No. 06Mosque

document.xls6.8.1


- -


Page No. 6.8.3

h)

M² - 10,764 215.28 -

j)


-


Collection

Total Page - 6.8.2

Total Page - 6.8.3

Total This Page

Type F5 - Providing and laying best quality imported wooden flooring of approved shade / pattern for floor as per manufacturer detail / specification, maintaining proper slopes selant as required with protecting of surfaces etc, complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.

Type F6 - Providing and laying best quality imported carpet flooring of approved shade / pattern as per manufacturer detail / specification, maintaining proper slopes selant as required including underlay with protecting of surfaces etc, complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.



Bill No. 06Mosque

document.xls6.8.1


Carried to Internal Finishes Summary Total

Page No. 6.8.4



Bill No. 06Mosque

document.xls6.8.1

Amount

2,470 Rate only Rate only Rate only


Rate only 60,785

Rate only Rate only



Bill No. 06Mosque

document.xls6.8.1

Amount

63,255 Page No. 6.8.2


Rate only

Rate only

Rate only

Rate only

Rate only

Rate only



Bill No. 06Mosque

document.xls6.8.1

Amount

-

Page No. 6.8.3

Rate only


-

63,255

-

-



Bill No. 06Mosque

document.xls6.8.1

Amount

63,255

Page No. 6.8.4



Bill No. 06Mosque

document.xls6.8.2


6.8.0 DIVISION 9 - (A) INTERNAL FINISHES ( WALL FINISHES )

- -

6.8.2 WALL FINISHES - -

SECTION 09220 - PORTLAND CEMENT PLASTER -

SECTION 09250 - GYPSUM BOARD -

SECTION 09310 - CERAMIC TILES -

SECTION 09720 - WALL COVERING -

SECTION 09751 - INTERIOR STONE FACING -

SECTION 09841 - ACCOUSTIC WALL PANELS -

SECTION 09910 & 09912 - PAINTING -

SECTION 09931 - WOOD STAINS AND TRANSPARENT FINISHES -

SECTION 09945 - MULTICOLOUR INTERIOR COATINGS -

SECTION 09960 - HIGH PERFORMANCE COATINGS -

SECTION 09963 - ELASTOMERIC COATINGS -

SECTION 09975 - HIGH-TEMPERATURE- RESISTANT COATINGS -

SECTION 09981 - CEMENTITIOUS COATINGS - -

a)

- i) Basement M² 660 248 4.96 ii) Ground Floor M² 1,125 248 4.96 iii) First Floor M² - 248 4.96 iv) Roof Floor M² - 248 4.96

- -

b)

M² - 118 2.37 - -

c)

- - i) Basement M² 660 140 2.80 ii) Ground Floor M² 1,125 140 2.80 iii) First Floor M² - 140 2.80 iv) Roof Floor M² - 140 2.80

- - - - - -

Item Ref.


Providing and laying 3/4" thick 1:4 cement sand plaster on walls, columns, beams, lintels etc. using expanded metal mesh on joints, electrical conduits, corner beads, chamfered edges, rouding off corner etc. including scafolding, curing etc. cmplete in all respect, as per specification & relevant drawings and as directed by Engineer.

Providing and applying 3 coats of oil bound distemper of approved quality and shade on walls including surface preparation, primer coat, filling, cutting etc., as per manufacturer's recommendations and directed by the Engineer.

Providing and applying 3 coats of Emulsion paint matt finish of approved quality and shade on walls including surface preparation, primer coat, filling, cutting etc., as per manufacturer's recommendations and directed by the Engineer.



Bill No. 06Mosque

document.xls6.8.2



Page No. 6.8.5

d)

M² 140 2.80 -

e)

- i) Basement RM - 345 6.91 ii) Ground Floor RM - 345 6.91 iii) First Floor RM - 345 6.91 iv) Roof Floor RM - 345 6.91

-

f)

- i) Basement RM - 673 13.47 ii) Ground Floor RM 254 673 13.47 iii) First Floor RM - 673 13.47 iv) Roof Floor RM - 673 13.47

-

g)


-

h)

- i) Basement M² - 1,351 27.02 ii) Ground Floor M² - 1,351 27.02 iii) First Floor M² - 1,351 27.02

Providing and applying 3 coats of Enamel paint matt finish of approved quality and shade on walls including surface preparation, primer coat, filling, cutting etc., as per manufacturer's recommendations and directed by the Engineer.

Type SK1 (skirting) - Providing and laying 100mm high Porcelain tile skirting from RAK or equivalent approved matching length with floor patterns, laid over 1/2" thick 1:4 cement sand mortar as per specification, grouting with matching colour etc., complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.

Type SK3 (skirting) - Providing and laying 100mm high 3/8" thick pre polish best quality marble skirting of approved shade and type as approved with matching grove with floor pattern as per details laid over 1/2" thick 1:4 cement sand mortar as per specification, grouting with matching colour, complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.

Type SK2 - Providing and laying 100mm high Glazed ceramic tiles skirting on wall with or without patterns imported Spanish or equivalent as approved, over 1/2" thick 1:4 cement mortar base, grouting with matching colour etc., complete in all respect as per specifications & drawings and as directed by the Engineer.

Type SK2 (Dado) - Providing and laying 200 x 200mm and 1.5m / 2.1m high Glazed ceramic tiles dado on wall with or without patterns imported Spanish or equivalent as approved, over 1/2" thick 1:4 cement mortar base, grouting with matching colour etc., complete in all respect as per specifications & drawings and as directed by the Engineer.



Bill No. 06Mosque

document.xls6.8.2


iv) Roof Floor M² - 1,351 27.02 -


Page No. 6.8.6

j)


-

k)


-

l)


-

m)

- i) Basement RM 175 121 2.42 ii) Ground Floor RM - 121 2.42 iii) First Floor RM - 121 2.42 iv) Roof Floor RM - 121 2.42

-

n)

-

Type SK1 (Dado) - Providing and laying 3/8mm thick 1.5m / 2.1m high Porcelain tile dado from RAK or equivalent approved matching length with floor patterns, laid over 1/2" thick 1:4 cement sand mortar as per specification, grouting with matching colour etc., complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.

Type SK5 (skirting) - Providing and laying best quality imported wooden skirting of approved shade / pattern matching with floor as per manufacturer detail etc., complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.

Type SK3 (Dado) - Providing and laying 1.5m / 2.1m high 3/8" thick pre polish best quality marble dado of approved shade with matching grove with floor pattern as per details laid over 1/2" thick 1:4 cement sand mortar as per specification, grouting with matching colour, complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.

Type SK8 (skirting) - Providing and laying 100mm high smooth cement slurry trowel finish offset plaster for skirting on wall over 1/2" thick 1:4 cement mortar base, with matching floor pattern etc., complete in all respect as per specifications & drawings and as directed by the Engineer.

Type SK4 (skirting) - Providing and laying 100mm high 3/8" thick pre polish best quality Grainite skirting of approved shade and type as approved with matching grove with floor pattern as per details laid over 1/2" thick 1:4 cement sand mortar as per specification, grouting with matching colour, complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer



Bill No. 06Mosque

document.xls6.8.2


i) Basement RM - 673 13.47 ii) Ground Floor RM - 673 13.47 iii) First Floor RM - 673 13.47 iv) Roof Floor RM - 673 13.47


Page No. 6.8.7

o)


-


Collection

Total Page - 6.8.5

Total Page - 6.8.6

Total Page - 6.8.7

Total This Page

Type SK6 (skirting) - Providing and laying 100mm high best quality imported carpet skirting of approved shade / pattern as per manufacturer detail / specification, maintaining proper slopes selant as required with protecting of surfaces etc, complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.



Bill No. 06Mosque

document.xls6.8.2



Page No. 6.8.8



Bill No. 06Mosque

document.xls6.8.2

Amount

3,272 5,576

Rate only Rate only

Rate only

1,847 3,148

Rate only Rate only



Bill No. 06Mosque

document.xls6.8.2

Amount

13,844

Page No. 6.8.5

Rate only


Rate only 3,421

Rate only Rate only


Rate only Rate only Rate only



Bill No. 06Mosque

document.xls6.8.2

Amount

Rate only

3,421

Page No. 6.8.6




424 Rate only Rate only Rate only



Bill No. 06Mosque

document.xls6.8.2

Amount


424

Page No. 6.8.7


-

13,844

3,421

424

-



Bill No. 06Mosque

document.xls6.8.2

Amount

17,689

Page No. 6.8.8



Bill No. 06Mosque

document.xls6.8.3


6.8.0 DIVISION 9 - (A) INTERNAL FINISHES ( CEILING FINISHES )

- -

6.8.3 CEILING - -


SECTION 09250 - GYPSUM BOARD -

SECTION 09265 - GYPSUM BOARD SHAFT-WALL ASSEMBLIES -

SECTION 09271 - GLASS REINFORCED GYPSUM FABRICATIONS -

SECTION 09511 - ACOUSTICAL PANEL CEILING -

SECTION 09512 - ACOUSTICAL TILE CEILING -

SECTION 09513 & 09514 - ACOUSTICAL METAL PAN CEILING -

SECTION 09547 - LINEAR METAL CEILINGS -

SECTION 09549 - SECURITY CEILING SYSTEM -

SECTION 09580 - SUSPENDED DECORATIVE CEILING -

SECTION 09912 - INTERIOR PAINTING -

SECTION 09975 - HIGH-TEMPERATURE- RESISTANT COATINGS - -

a)

- i) Basement M² 456 264 5.28 ii) Ground Floor M² 585 264 5.28 iii) First Floor M² - 264 5.28 iv) Roof Floor M² - 264 5.28

-

b)

- i) Basement M² 456 140 2.80 ii) Ground Floor M² 585 140 2.80 iii) First Floor M² - 140 2.80 iv) Roof Floor M² - 140 2.80

-

c)

- i) Basement M² - 592 11.84 ii) Ground Floor M² - 592 11.84 iii) First Floor M² - 592 11.84 iv) Roof Floor M² - 592 11.84

-

Item Ref.


Providing and laying 1/2" thick 1:4 cement sand plaster on ceiling, soffits, drop of beams etc. using expanded metal mesh on joints, electrical conduits, corner beads, chamfered edges, rouding off corner etc. including scafolding, curing etc. cmplete in all respect, as per specification & relevant drawings and as directed by Engineer.

Providing and applying 3 coats of oil bound distemper of approved quality and shade on ceiling / soffits including preparation, primer coat, filling, cutting etc., as per manufacturer's recommendations and directed by the Engineer.

Providing and fixing Gypsum board false ceiling with metal suspension system and as recommended by the manufacturer etc., complete in all respect, as per specification & relevant drawings and directed by the Engineer



Bill No. 06Mosque

document.xls6.8.3



Page No. 6.8.9

d)


-

e)

M² - 969 19.38

f)

M² - 2,045 40.90 - - -


Collection

Total Page - 6.8.9

Total This Page

Providing and fixing suspended ceiling with metal suspension system and as recommended by the manufacturer at any floor / height etc., complete in all respect, as per specification & relevant drawings and directed by the Engineer

Providing and fixing 60cm x 60cm Mineral Fibre false ceiling with metal suspension system and as recommended by the manufacturer at any floor / height etc., complete in all respect, as per specification & relevant drawings and directed by the Engineer

Providing and fixing Acoustic panel false ceiling with metal suspension system and as recommended by the manufacturer and at any floor / height etc., complete in all respect, as per specification & relevant drawings and directed by the Engineer



Bill No. 06Mosque

document.xls6.8.3



Page No. 6.8.10



Bill No. 06Mosque

document.xls6.8.3

Amount

2,408 3,089

Rate only Rate only

1,276 1,637

Rate only Rate only




Bill No. 06Mosque

document.xls6.8.3

Amount

8,410 Page No. 6.8.9


Rate only

Rate only

-

8,410

-



Bill No. 06Mosque

document.xls6.8.3

Amount

8,410 Page No. 6.8.10



Bill No. 06Mosque

document.xls6.9-Sum

EXTERNAL FINISHES (BUILDING) SUMMARY


6.9 DIVISION 9 - (B) EXTERNAL FINISHES (BUILDING)

Item Ref.



Bill No. 06Mosque

document.xls6.9-Sum


Page No. 6.9.1



Bill No. 06Mosque

document.xls6.9-Sum

EXTERNAL FINISHES (BUILDING) SUMMARY

Amount

3,021.55



Bill No. 06Mosque

document.xls6.9-Sum

3,021.55

Page No. 6.9.1



Bill No. 06Mosque

document.xls6.9.0


6.9.0 DIVISION 9 - (B) EXTERNAL FINISHES (BUILDING)

- -


SECTION 09385 - DIMENSION STONE TILE -

SECTION 09638 - STONE PAVING AND FLOORING -

SECTION 09911 - EXTERIOR PAINTING - -

a)

M² 338 286 5.71 -

b)

M² 338 161 3.23 -

c)

M² - 2,421 48.42 - - - - - - - - - - - - - - - -

Item Ref.


Providing and laying 3/4" thick 1:4 cement sand plaster (in white cement) on walls, columns, beams, lintels, projection, soffits at any floor / height etc., using expanded metal mesh on joints, electrical conduits, corner beads, chamfered edges, rouding off corner etc. including scaffolding, curing etc. cmplete in all respect, as per specification & relevant drawings and as directed by Engineer.

Providing and applying 3 coats of wheather sheild paint of approved quality and shade on external walls, soffits, projections at any height / floor including surface preparation, primer coat, filling, cutting etc., as per manufacturer's recommendations and directed by the Engineer.

Providing and installing 1" thick best quality imported lime stone of approved shade and type for external elevation / where required with 2mm grove or S.S strip as per required details laid over 1/2" thick 1:4 cement sand mortar as per specification, maintaining proper corners / edges as required with grouting and protecting of surfaces etc, complete in all respect, as per specifications & relevant drawings and all works to be carried out the satisfaction of the Engineer.



Bill No. 06Mosque

document.xls6.9.0


Carried to External Finishes (Building) Summ Total

Page No. 6.9.2



Bill No. 06Mosque

document.xls6.9.0

Amount

1,930

1,091

Rate only



Bill No. 06Mosque

document.xls6.9.0

Amount

3,022

Page No. 6.9.2



Bill No. 06Mosque

document.xls6.10-Sum

BUILDER'S WORK SUMMARY


6.17.0 BUILDER'S WORK IN CONNECTION WITH MEP WORKS

6.17.1 FOR CONVEYING SYSTEM

6.17.2 FOR PLUMBING WORKS

6.17.3 FOR HVAC WORKS

6.17.4 FOR ELECTRICAL WORKS

Item Ref.



Bill No. 06Mosque



Page No. 6.10.1



Bill No. 06Mosque


BUILDER'S WORK SUMMARY

Amount

Not Applicable

-

-

-



Bill No. 06Mosque


-

Page No. 6.10.1



Bill No. 06Mosque

document.xls6.10.1


6.17.1 FOR CONVEYING SYSTEM

Item Ref.



Bill No. 06Mosque

document.xls6.10.1

Description Unit Quantity RateItem Ref.

Carried to Builder's Works Summary Total

Page No. 6.10.2



Bill No. 06Mosque

document.xls6.10.1

Amount

Not Applicable



Bill No. 06Mosque

document.xls6.10.1

Amount

Not Applicable

Page No. 6.10.2



Bill No. 06Mosque

document.xls6.10.2


6.17.2 FOR PLUMBING WORKS

Item Ref.



Bill No. 06Mosque

document.xls6.10.2



Page No. 6.10.3



Bill No. 06Mosque

document.xls6.10.2

Amount



Bill No. 06Mosque

document.xls6.10.2

Amount

-

Page No. 6.10.3



Bill No. 06Mosque

document.xls6.10.3


6.10.3 FOR HVAC WORKS

Item Ref.



Bill No. 06Mosque

document.xls6.10.3



Page No. 6.10.4



Bill No. 06Mosque

document.xls6.10.3

Amount



Bill No. 06Mosque

document.xls6.10.3

Amount

-

Page No. 6.10.4



Bill No. 06Mosque

document.xls6.10.4


6.10.4 FOR ELECTRICAL WORKS

Item Ref.



Bill No. 06Mosque

document.xls6.10.4



Page No. 6.10.5



Bill No. 06Mosque

document.xls6.10.4

Amount



Bill No. 06Mosque

document.xls6.10.4

Amount

-

Page No. 6.10.5

bill 06 civil

Documents