· XLS file · Web view · 2016-08-09Kg OTHER CONCRETE WORKS (a) Rates shall include for: excavation, blinding, concrete, formwork and reinforcement as per drawings and specifications

BOQ - IFTITHAAH SCHOOL AT LH.NAIFARU - 03 STOREY STRUCTURE FINISHING SUMMARY

MINISTRY OF EDUCATION BY : THANA

PROJECT:PROPOSED IFTITHAAH SCHOOL AT LH.NAIFARU CONSTRUCTION OF 03 STOREY BUILDING

SUMMARY OF BILLS OF QUANTITIES

SL.NO BILL NAME AMOUNT (MRF)AMOUNT (MRF)

1 ) TOTAL OF BILL NO. 01 (PRELIMINARIES) ### -

2 ) TOTAL OF BILL NO. 02 (GROUND WORKS) ### -

3 ) TOTAL OF BILL NO. 03 (CONCRETE WORKS) ### -

4 ) TOTAL OF BILL NO. 04 (MASONRY & PLASTERING WORKS) ### -

5 ) TOTAL OF BILL NO. 05 (CEILING WORKS) ### -

6 ) TOTAL OF BILL NO. 06 (TILING WORKS) ### -

7 ) TOTAL OF BILL NO. 07 (PAINTING WORKS) ### -

8 ) TOTAL OF BILL NO. 08 (DOORS & WINDOWS WORKS) ### -

9 ) TOTAL OF BILL NO. 09 (METAL WORKS) ### -

10 ) TOTAL OF BILL NO. 10 (HYDRAULICS AND DRAINAGE) ### -

11 ) TOTAL OF BILL NO. 11 (ELECTRICAL & FIRE ALARM INSTALLA### -

12 ) TOTAL OF BILL NO. 12 (ROOF) ### -

GRAND TOTAL ### -

Total area in Sq.ft ###

BOQ - IFTITHAAH SCHOOL AT LH.NAIFARU - 03 STOREY STRUCTURE FINISHING SUMMARY


Rate per sq.ft ### -


BILL OF QUANTITIES

PROPOSED 03-STOREY BUILDING - STRUCTURE & FINISHING

JULY -2016

PROJECT: CONSTRUCTION OF IFTITHAAH SCHOOL - LH.NAIFARU


BOQ - IFTITHAAH SCHOOL AT LH.NAIFARU - 03 STOREY STRUCTURE FINISHING BILL OF QUANTITIES

MINISTRY OF EDUCATION BY : THANA PAGE: 5 of 27

SL.NO DESCRIPTION QTY UNIT

Bill No: 01PRELIMINARIES

1.1 General Notes1 ) Abbreviations

m - meterNo - numbersm3 - cubic meterm2 - square meterRmtr/Lm - Linear metert - tonnesincl - includingmm - millimeterdia - diameterSS - Stainless SteelGI - Galvanised Iron

1.2 Site Management Costs

1 ) 1.00 item - - - - -

1.3 Sign Board1 ) Allow for sign board 1.00 no - - - - -

1.4 Clean - up

1 ) 1.00 item

1.5 Temporary Fencing and Hoarding

1.00 item - - - - -

1.6 Safety on Site:-

1.00 Item - - - - -

TOTAL OF BILL NO. 01 (PRELIMINARIES) -

LABOUR RATE

MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

Allow for all on and off site management cost including costs of foreman and assistants, temporary services, telephone,fax,hoardings, Tools & Mechinaries rentals, Transportation charges for materials, Labors and similar.

Allow for clean - up of completed works and site upon completion.

Supply, erect and maintenance of a fence through out the construction period and hoarding all along the perimeter of the of the site.

Safety on site:- Providing and maintaining adequate safety measure on site for all workers and all authorized visitors on site and protecting adjoining properties and people against falling objects or other with regard to the construction works



SL.NO DESCRIPTION QTY UNIT LABOUR RATE

MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

(CARRIED OVER TO THE GENERAL SUMMARY)

Bill No: 02GROUND WORKS

2.1 Genaral

2.2 Site Clearing

1.00 item - - - - -

2.3 Excavtion

1 ) 204.27 m³ - - - - -

2.4 Back Filling

1 ) Earth Filling as per drawings 195.42 m³ - - - - -

2.5 Damp Proof Memeberane

1 ) 143.78 m² - - - - -

2 ) 413.99 m² - - - - -

2.6 DEWATERING

1.00 Item - - - - -

(a) Rates shall include for: leveling, grading, trimming, compacting to faces of excavation, keep sides plumb, backfilling, consolidating and disposing surplus soil.

Clear the area of site from rubbish and vegetable matters, stumps, roots. Demolition shall be included (if any)

Excavation quantities are measured to the faces of concrete members. Rates shall include for all additional excavation required to place the formwork, back fill, dewatering and others

Excavation for raft footings and Foundation beams

(a) Rates shall include for: levelling, grading, trimming, compacting and similar.

(b) Ground need to be compacted to the required density by the consultant.

(a) Rates shall include for: dressing around and sealing to all penetrations, laps and turnups Polythene damp proof membrane (500 gauge) laid on blinding layer under Footing

Polythene damp proof membrane (500 gauge) laid on blinding layer under Ground Slab

This item shall include for all the piping, pumps, etc. Water needs to be pumped to an assigned area as per local regulation.




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

TOTAL OF BILL NO. 02 (GROUND WORKS) - (CARRIED OVER TO THE GENERAL SUMMARY)

Bill No: 03CONCRETE WORKS

General

1 ) Allow for concrete testing 1.00 item - - - - -

3.1 Lean Concrete

143.78 m² - - - - -

3.2 Reinforced ConcreteIn-situ reinforced concrete to:

3.2.1 Foundation

1 ) 9.71 m³ - - - - -

2 ) 5.38 m³ - - - - -

3 ) 6.17 m³ - - - - -

4 ) 5.99 m³ - - - - -

5 ) 4.20 m³ - - - - -

6 ) 0.59 m³ - - - - -

7 ) 6.07 m³ - - - - -

8 ) Foundation Beam TB1 - 250 x 450mm 13.00 m³ - - - - -

9 ) 1.31 m³ - - - - -

10 ) 1.62 m³ - - - - -

11 ) 0.23 m³ - - - - -

12 ) Stair Starter up to GFFL 0.27 m³ - - - - -

3.2.2 Ground Floor

1 ) 3.54 m³ - - - - -

2 ) 4.39 m³ - - - - -

a) Rate shall include for: placing in position; making good after removal of formwork and casting in all required items; additional concrete required to conform to structural and excavated tolerances.

b) Mix ratio for reinforced concrete shall be 1:2:3

50mm thick lean concrete under the raft footing with a mix of 1:2:6

*Add Mega Flow P for all Super Structure concrete

*Add Mega ADD WL3 for all Sub Structure concrete

*Apply the MOYA SHIELD RBE for all Structure below ground level as water proofing compound

Footing - F1 - 2150mm x 2150mm x 350mm - 6 nosFooting - F2 - 1600mm x 1600mm x 350mm - 6 nosFooting - F3 - 1400mm x 1400mm x 350mm - 9 nosFooting - F4 - 1850mm x 1850mm x 350 mm- 5 nosFooting - F5 - 1000mm x 1000mm x 350 - 12 nosFooting - F6 - 750mm x 750mm x 350mm - 3 nosFooting - F7 - 1700mm x 1700mm x 350 - 6 nos

Column - C1 - 200 x 200 mm - Up to GFFLColumn - C2 - 200 x 400 mm - Up to GFFLStiffner Column - SC - 150 x 150 mm - Up to GFFL

Column - C1 - 200 x 200 mm - Up to First SlabColumn - C2 - 200 x 400 mm - Up to First Slab




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

3 ) 0.69 m³ - - - - -

4 ) Staircase 3.03 m³ - - - - - 5 ) Ground concrete 41.40 m³ - - - - -

6 ) Attached Beam - B1 - 200 x450 mm 4.80 m³ - - - - -

7 ) Attached Beam - B2 - 200 x450 mm 1.02 m³ - - - - - 8 ) Attached Beam - B3 - 200 x450 mm 3.06 m³ - - - - - 9 ) Attached Beam - B4 - 200 x450 mm 2.11 m³ - - - - - 10 ) Attached Beam - B5 - 200 x450 mm 0.38 m³ - - - - - 11 ) Attached Beam - B6 - 200 x450 mm 1.91 m³ - - - - - 12 ) Attached Beam - B7 - 200 x450 mm 0.19 m³ - - - - - 13 ) First Slab - 150mm thick 60.00 m³ - - - - -

3.2.3 First Floor

1 ) 3.54 m³ - - - - -

2 ) 4.39 m³ - - - - -

3 ) 0.69 m³ - - - - -

4 ) Staircase 3.03 m³ - - - - - 5 ) Attached Beam - B1 - 200 x450 mm 4.80 m³ - - - - - 6 ) Attached Beam - B2 - 200 x450 mm 1.02 m³ - - - - - 7 ) Attached Beam - B3 - 200 x450 mm 3.06 m³ - - - - - 8 ) Attached Beam - B4 - 200 x450 mm 2.11 m³ - - - - - 9 ) Attached Beam - B5 - 200 x450 mm 0.38 m³ - - - - - 10 ) Attached Beam - B6 - 200 x450 mm 1.91 m³ - - - - - 11 ) Attached Beam - B7 - 200 x450 mm 0.19 m³ - - - - - 12 ) Balcony Wall - 850 x 100 mm 3.62 m³ - - - - - 13 ) Second Slab - 150mm thick 60.00 m³ - - - - -

3.2.4 Second Floor

1 ) 3.54 m³ - - - - -

2 ) 4.39 m³ - - - - -

3 ) 0.69 m³ - - - - -

4 ) Balcony Wall - 850 x 100 mm 3.62 m³ - - - - - 5 ) Roof Beam - RB1 - 200 x 400 mm 4.67 m³ - - - - - 6 ) Roof Beam - RB2 - 200 x 400 mm 11.78 m³ - - - - - 7 ) Roof Beam - RB3 - 200 x 600 mm 4.03 m³ - - - - - 8 ) Roof Beam - RB4 - 200 x 600 mm 0.96 m³ - - - - -

3.3.0 Formwork

3.3.1 Foundation

1 ) 18.06 m² - - - - -

2 ) 13.44 m² - - - - -

3 ) 17.64 m² - - - - -

4 ) 12.95 m² - - - - -

Stiffner Column - SC - 150 x 150 mm - Up to First Slab

Column - C1 - 200 x 200 mm - Up to Second SlabColumn - C2 - 200 x 400 mm - Up to Second SlabStiffner Column - SC - 150 x 150 mm -Up to Second Slab

Column - C1 - 200 x 200 mm - Up to Roof BeamColumn - C2 - 200 x 400 mm - Up to Roof BeamStiffner Column - SC - 150 x 150 mm - Up to Roof Beam

a) Rates shall include for: all necessary boarding, supports, erecting, framing, temporary cambering, cutting, perforations for reinforcing bars, bolts, straps, ties, hangers, pipes, removal of formwork and normal practices used.

Footing - F1 - 2150mm x 2150mm x 350mm - 6 nosFooting - F2 - 1600mm x 1600mm x 350mm - 6 nosFooting - F3 - 1400mm x 1400mm x 350mm - 9 nosFooting - F4 - 1850mm x 1850mm x 350 mm- 5 nos




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

5 ) 16.80 m² - - - - -

6 ) 3.15 m² - - - - -

7 ) 14.28 m² - - - - -

8 ) Foundation Beam TB1 - 250 x 450mm 87.31 m² - - - - -

9 ) 26.10 m² - - - - -

10 ) 24.30 m² - - - - -

11 ) 6.10 m² - - - - -

12 ) Stair Starter up to GFFL 3.94 m² - - - - -

3.3.2 Ground Floor

1 ) 70.76 m² - - - - -

2 ) 65.88 m² - - - - -

3 ) 18.30 m² - - - - -

4 ) Staircase 26.62 m² - - - - - 5 ) Ground concrete 9.87 m² - - - - -

6 ) Attached Beam - B1 - 200 x450 mm 64.00 m² - - - - -

7 ) Attached Beam - B2 - 200 x450 mm 13.60 m² - - - - - 8 ) Attached Beam - B3 - 200 x450 mm 40.80 m² - - - - - 9 ) Attached Beam - B4 - 200 x450 mm 28.16 m² - - - - - 10 ) Attached Beam - B5 - 200 x450 mm 5.12 m² - - - - - 11 ) Attached Beam - B6 - 200 x450 mm 25.44 m² - - - - - 12 ) Attached Beam - B7 - 200 x450 mm 2.56 m² - - - - - 13 ) First Slab - 150mm thick 12.06 m² - - - - -

3.3.3. First Floor

1 ) 70.76 m² - - - - -

2 ) 65.88 m² - - - - -

3 ) 18.30 m² - - - - -

4 ) Staircase 26.62 m² - - - - - 5 ) Attached Beam - B1 - 200 x450 mm 64.00 m² - - - - - 6 ) Attached Beam - B2 - 200 x450 mm 13.60 m² - - - - - 7 ) Attached Beam - B3 - 200 x450 mm 40.80 m² - - - - - 8 ) Attached Beam - B4 - 200 x450 mm 28.16 m² - - - - - 9 ) Attached Beam - B5 - 200 x450 mm 5.12 m² - - - - - 10 ) Attached Beam - B6 - 200 x450 mm 25.44 m² - - - - - 11 ) Attached Beam - B7 - 200 x450 mm 2.56 m² - - - - - 12 ) Balcony Wall - 850 x 100 mm 72.42 m² - - - - -

13 ) Second Slab - 150mm thick 371.02 m² - - - - -

3.3.4. Second Floor

1 ) 70.76 m² - - - - -

2 ) 65.88 m² - - - - -

3 ) 18.30 m² - - - - -

4 ) Balcony Wall - 850 x 100 mm 72.42 m² - - - - -

Footing - F5 - 1000mm x 1000mm x 350 - 12 nosFooting - F6 - 750mm x 750mm x 350mm - 3 nosFooting - F7 - 1700mm x 1700mm x 350 - 6 nos

Column - C1 - 200 x 200 mm - Up to GFFLColumn - C2 - 200 x 400 mm - Up to GFFLStiffner Column - SC - 150 x 150 mm - Up to GFFL

Column - C1 - 200 x 200 mm - Up to First SlabColumn - C2 - 200 x 400 mm - Up to First SlabStiffner Column - SC - 150 x 150 mm - Up to First Slab

Column - C1 - 200 x 200 mm - Up to Second SlabColumn - C2 - 200 x 400 mm - Up to Second SlabStiffner Column - SC - 150 x 150 mm -Up to Second Slab

Column - C1 - 200 x 200 mm - Up to Roof BeamColumn - C2 - 200 x 400 mm - Up to Roof BeamStiffner Column - SC - 150 x 150 mm - Up to Roof Beam




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

5 ) Roof Beam - RB1 - 200 x 400 mm 58.40 m² - - - - - 6 ) Roof Beam - RB2 - 200 x 400 mm 147.20 m² - - - - - 7 ) Roof Beam - RB3 - 200 x 600 mm 47.04 m² - - - - - 8 ) Roof Beam - RB4 - 200 x 600 mm 11.20 m² - - - - -

3.4 Reinforcement

3.4.1 Foundation

1 )

16 mm dia bars 668.34 Kg - - - - -

2 )

12 mm dia bars 197.47 Kg - - - - -

3 )

12 mm dia bars 253.44 Kg - - - - -

4 )

12 mm dia bars 234.52 Kg - - - - -

5 )

12 mm dia bars 177.41 Kg - - - - -

6 )

12 mm dia bars 30.10 Kg - - - - -

7 )

12 mm dia bars 240.77 Kg - - - - -

8 ) Foundation Beam TB1 - 250 x 450mm

16 mm dia bars 1,217.23 Kg - - - - - 06 mm dia bars 288.35 Kg - - - - -

9 )

16 mm dia bars 366.56 Kg - - - - - 06 mm dia bars 30.62 Kg - - - - -

10 )


11 )


12 ) Stair Starter up to GFFL10 mm dia bars 117.55 Kg - - - - -

a) Rates shall include for: cleaning, fabrication, placing, the provision for all necessary temporary fixings and supports including tie wire and chair supports, laps, and wastages.

Footing - F1 - 2150mm x 2150mm x 350mm - 6 nos



Footing - F4 - 1850mm x 1850mm x 350 mm- 5 nos

Footing - F5 - 1000mm x 1000mm x 350 - 12 nos


Footing - F7 - 1700mm x 1700mm x 350 - 6 nos

Column - C1 - 200 x 200 mm - Up to GFFL

Column - C2 - 200 x 400 mm - Up to GFFL

Stiffner Column - SC - 150 x 150 mm - Up to GFFL




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

3.4.2 Ground Floor

1 )


2 )


3 )


4 ) Staircase 10 mm dia bars 252.51 Kg - - - - -

5 ) Ground concrete10 mm dia bars 3,531.22 Kg - - - - -

6 ) Attached Beam - B1 - 200 x450 mm16 mm dia bars 511.92 Kg - - - - - 06 mm dia bars 130.92 Kg - - - - -







13 ) First Slab - 150mm thick10 mm dia bars 6,687.17 Kg - - - - -

3.4.3 First Floor

1 )


2 )

Column - C1 - 200 x 200 mm - Up to First Slab

Column - C2 - 200 x 400 mm - Up to First Slab

Stiffner Column - SC - 150 x 150 mm - Up to First Slab

Column - C1 - 200 x 200 mm - Up to Second Slab

Column - C2 - 200 x 400 mm - Up to Second Slab




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT


3 )


4 ) Staircase -First To Second Floor10 mm dia bars 252.51 Kg - - - - -

5 ) Balcony Wall - 850 x 100 mm10 mm dia bars 319.18 Kg - - - - -








13 ) Second Slab - 150 mm tk10 mm dia bars 6,687.17 Kg - - - - -

3.4.4. Second Floor

1 )


2 )


3 )


4 ) Balcony Wall - 850 x 100 mm10 mm dia bars 319.18 Kg - - - - -

Stiffner Column - SC - 150 x 150 mm - Up to Second Slab

Column - C1 - 200 x 200 mm - Up to Roof Beam

Column - C2 - 200 x 400 mm - Up to Roof Beam

Stiffner Column - SC - 150 x 150 mm - Up to Roof Beam




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

5 ) Roof Beam - RB1 - 200 x 450 mm16 mm dia bars 369.09 Kg - - - - - 06 mm dia bars 86.02 Kg - - - - -


7 ) Roof Beam - RB3 - 200 x 600 mm20 mm dia bars 779.49 Kg - - - - - 16 mm dia bars 111.23 Kg - - - - - 06 mm dia bars 71.46 Kg - - - - -


3.5 OTHER CONCRETE WORKS

3.5.1

1) 1.00 Item - - - - -

2) 1.00 Item - - - - -

- - - - -

3) 1.00 Item - - - - -

4 ) 1.00 Item - - - - -

5 ) 1.00 Item - - - - -

3.6 WATERPROOFING

3.6.1

1) 1.00 Item - - - - -

2) 1.00 item - - - - -

(a) Rates shall include for: excavation, blinding, concrete, formwork and reinforcement as per drawings and specifications

Complete supply and installation of lintel beam on top Door and Windows as per the given Specification and details except W1

Complete supply and installation of Sill beam on below the Windows as per the given specification and details except W1

Constrction of 1200mm Dia: Ground water well

Construction of RC Fins as per the given details and drawing (Refer Dwg.S16)

Construction of window shades arround window W1 by Concrete and Masonary works with plastering all around, including painting works etc.,

(a) Rates shall include for: dressing around and sealing to all penetrations

Apply Conmix Moya Proof WS2 waterproof memberane or equivalent for toilet screed as specified.

Application of damp proof membrane Conmix Moya Shield RBE or equivalent on all underground concrete structures, Bothe side of Block work, Stage well inner side as shown in the drawing.




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

TOTAL OF BILL NO. 03 (CONCRETE WORKS) - (CARRIED OVER TO THE GENERAL SUMMARY)

BILL No: 04 MASONRY AND PLASTERING

4.1 GENERAL

4.1.1 BLOCK WORK 1) BELOW GROUND FLOOR

88.40 - - - - -

4.1.2 GROUND FLOOR - - - - -

1) 164.17 - - - - -

2) 183.06 - - - - -

(a) Rates shall include for: cleaning out cavities, forming rebated reveals and pointing and cleaning down to reveals where necessary; fractional size blocks, all necessary machine cutting, cutting or forming chases or edges of

floor slabs, cutting or leaving holes and openings as recesses for and building in pipes, conduits, sleeves and similar as required for all trades; leaving surfaces rough or raking out joints for plastering and flashings, bedding

frames or plates, building in joists, bearers or similar, temporary supports to openings, templates, reinforcement in walls and for all necessary making good(b) Rates shall include for providing approved quality mesh at joints between structaral members and masonry in the exterior walls. (c) 150mm Thick solid blocks shall be used for exterior masonry walls, & 100 thick solid blocks shall be used for interior masonry wall

(d) All blocks shall be fabricated from manufactured sand and machine pressed and average compression strength for blocks should not be less than 2.8N/mm2 and shall comply with physical requirements of ISO 6073:1981.

(e) For masonry, plastering and screeding works manufactured sand shall be used with prior approval of consultant.

150 mm wide Solid block wall (external walls) m2


150 mm wide Solid block wall, laid on and including mortar (internal walls) m2




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

- - - - - 4.1.3 FIRST FLOOR - - - - -

1) 166.21 - - - - -

2) 170.77 - - - - -

- - - - - 4.1.4 SECOND FLOOR - - - - -

1) 164.88 - - - - -

2) 131.05 - - - - -

- - - - - 4.1.6 CABLE WALL - - - - -

1) 30.26 - - - - -

- - - - - 4.2 PLASTERING - - - - -

4.2.1 PLATERING - EXTERNAL - - - - -

- - - - -

1) Below Ground Level 152.44 m² - - - - - 2) Ground Floor 192.44 m² - - - - - 3) First Floor 208.78 m² - - - - - 4) Second Floor 207.45 m² - - - - - 5) Cable Wall 60.51 m² - - - - -

- - - - - 4.2.3 PLASTERING - INTERNAL - - - - -

- - - - -

1) Ground Floor 580.18 m² - - - - - 2) First Floor 569.48 m² - - - - - 3) Second Floor 530.15 m² - - - - -

- - - - - 4.2.4 CEMENT SCREED - - - - -

A - - - - -


- - - - -

B - - - - -


- - - - -

C - - - - -

1) Ground - First Floor 19.52 m² - - - - - 2) First Floor - Second Floor 19.52 m² - - - - -






a) 25mm cement plastering on external walls and concrete surfaces with 1:4 Cement mortar mix as specified incl. wire mesh at joints of concrete surfaces and walls (first, second coats).

a) 15mm cement plastering on internal walls and concrete surfaces with 1:4 Cement mortar mix as specified incl. wire mesh at joints of concrete surfaces and walls (one coat).

50 mm thick Cement screed on top of slabs for General Areas.

35 mm thick Cement screed for toilets, Corridors etc.,

25 mm thick Cement screed on top of the Riser & treads with Mid landing etc.,




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

TOTAL OF BILL NO. 04 (MASONRY & PLASTERING WORKS) - (CARRIED OVER TO THE GENERAL SUMMARY)

BILL No: 05 CEILING WORKS

5.1 GENERAL

5.1.1 CEILING

A


- - - - -

B - - - - -

1) Second Floor 55.68 m² - - - - - - - - - -

C - - - - -

1) Second Floor 260.41 m² - - - - - - - - - -

(a) Rates shall include for: all labour in framing, notching and fitting around projections, light fittings, hatches, grilles and similar and complete with cleats, packers, wedges and similar and all nails and screws.

Supply & Fixing the 4mm thick cement sheet fixed with treated 50 x 35 mm timber grid with 600 mm c/c with proper support system for Toilets & second floor Varandahs

Supply & Fixing the 4mm thick cement sheet fixed with treated 50 x 35 mm timber grid with 600 mm c/c with proper support system for Eves

Supply & Fixing the suspended Acoustic ceiling system on aluminium frame supported in truss with proper support for holding the entire ceiling system etc.,




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

TOTAL OF BILL NO. 05 (CEILING WORKS) - (CARRIED OVER TO THE GENERAL SUMMARY)

BILL N0: 6 FINISHES

6.1 GENERAL

6.2 FLOOR FINISHES

6.2.1


- - - - -

6.2.2. - - - - -

1) Ground Floor include front steps 101.00 m² - - - - - 2) First Floor 77.63 m² - - - - - 3) Second Floor 77.63 m² - - - - -

- - - - -

(a) Rates shall include for: motar, fixing, bedding, grouting, and pointing materials; making good around pipes, sanitary fixtures, and similar; cleaning down and polishing.

(b) All tiles used be of Lanka Tiles brand or similar as given in Technical Specifications(c) Contractor shall submit samples of all tiles for approval of Consultant prior to procurement

(d) Where there may be any descripancies between the drawings and bill of quantities, details given in the drawings shall precede.

(e) All items are for supply and complete installation

(f) All tiles shall be fixed using Conmix C-800 tile adhesive with proper water proofing(wherever necessary) application by using Conmix Moyaproof HF water proofing Memberane as per the manufacturer guidelines and instructions.

600 x 600 mm Ceramic floor tiles in general areas and the including 100mm skirting

600 x 600 mm Non Skid Outdoor Ceramic floor tiles in Corridors, Foyer etc., and the price should be including skirting




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

6.2.3. - - - - -


- - - - -

6.2.4. - - - - -

1) Ground - First Floor 21.77 m² - - - - - 2) First Floor - Second Floor 21.77 m² - - - - -

- - - - - 6.3 WALL FINISHES - - - - -

6.3.1 - - - - -


- - - - - 6.4 WASH BASIN COUNTER TOPS - - - - -

- - - - -

- - - - - 1) Ground Floor - - - - -

a Wash Basin counter top 1.00 nos - - - - - - - - - -

2) First Floor - - - - - a Wash Basin counter top 1.00 nos - - - - -

- - - - - 3) Second Floor - - - - -

a Wash Basin counter top 3.00 nos - - - - - - - - - - - - - - -

300 x 300 mm Non-skid floor tiles in toilets

Step tile for Staircase with Anti slip Aluminium Nosing Strip

300 x 600 mm Ceramic wall tiles with waterproof adhesive up to Door Height

Complete installation of counter tops of wash basin as per the given details including concrete base and finished by the 600mm x 600mm polished granite tile counter top by using tile adhesive and water proofing etc.,




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

TOTAL OF BILL NO. 06 (TILING WORKS) - (CARRIED OVER TO THE GENERAL SUMMARY) -

BILL N0: 7 PAINTING

7.1 PAINTING

7.1.1 WALLS

A

1) Ground Floor 211.68 m² - - - - - 2) First Floor 229.66 m² - - - - - 3) Second Floor 228.20 m² - - - - - 4) Cable Wall 63.54 m² - - - - -

- - - - -

B - - - - -


- - - - - 7.1.2. Ceilings - - - - -

A - - - - -

1 coat of primer & 2 coats of paints - - - - - Emulsion putty paint finish - - - - -

1) Ground Floor 436.00 m² - - - - - 2) First Floor 394.03 m² - - - - -

- - - - -

(a) Rates shall include for: the provision, erection and removal of scaffolding, preparation, rubbing down between coats and similar work, the protection and/or masking floors, fittings and similar work, removing and replacing door window furniture

(b) All painting work shall be carried in accordance with the Specifications

(c) The brand of paint used shall be SKK or Sigma for exterior walls & SKK, Crown or Nippon for interior walls(d) The colour and type of paint will be selected by the architect/client.

External painting 1 coat of wall sealer & 2 coats of paints

Internal Painting 1 coat of wall sealer & 2 coats of paints

Emulsion paint putty finish on concrete slab and beams, plywood / cement fibre board of all internal surfaces.




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

B - - - - -

1 coat of primer & 2 coats of paints - - - - - Emulsion putty paint finish - - - - -


TOTAL OF BILL NO. 07 (PAINTING WORKS) - (CARRIED OVER TO THE GENERAL SUMMARY)

Bill No: 08 DOORS AND WINDOWS

8.1 General

8.2 Timber Door units

1) 29.00 nos - - - - -

2) 3.00 nos - - - - -

3) 14.00 nos - - - - -

8.3 Window Units - - - - -

1) 30.00 nos - - - - -

2) 30.00 nos - - - - -

3) 1.00 nos - - - - -

4) 7.00 nos - - - - -

5) 36.00 nos - - - - -

6) 6.00 nos - - - - -

Exterior grade Emulsion paint putty finish on Toilet Ceilings, Eves Ceiling and all external surfaces.

a) Rates shall include for: locks, latches, closers, push plates, pull handles, bolts, kick plates, hinges and all door & window hardware.

b) All Aluminum windows shall be white powder(80 Micron) coated aluminium.and 5mm thick Blue tinted and 5mm frosted glass for W3

c) All timber doors shall be 40mm thick solid timber paneled door and 120mm timber frames made with red Marantie timber with varnish / Paint finish.

D1 - Solid Timber Door panel - 950 x 2830 mmD2 - Solid Timber Door panel - 950 x 2150 mm D3 - Solid Timber Door panel - 780 x 2000 mm

W1 - Aluminium window Panel - 2450 x 1690 mm W2 - Aluminium window Panel - 1575 x 2000 mm W3 - Aluminium window Panel - 1240 x 1690 mm W4 - Aluminium Louver Panel - 700 x 550 mm Shading Device (Type-01) - 3000 x 650 mm Shading Device (Type-02) - 1800 x 650 mm




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

TOTAL OF BILL NO. 08 (DOORS & WINDOWS WORKS) - (CARRIED OVER TO THE GENERAL SUMMARY)

Bill No: 09 METAL WORKS

9.1 General

9.2 Staircase Hand railing

A.1

1 ) Ground - First Floor 6.87 Rmtr - - - - - 2 ) First - Second Floor 8.37 Rmtr - - - - -

- - - - - - - - - -

9.3 Balcony railing - 350 mm height - - - - -

B

1 ) First Floor 42.40 Rmtr - - - - - 2 ) Second Floor 42.40 Rmtr - - - - -

a) Rates shall include for: all fabrication work, welding, marking, drilling for bolts incl. those securing timbers, steel plates, bolts, nuts and any type of washer, riveted work, counter sinking and tapping for bolts or machine screws.

b) Rates shall include for fabrication and erection and temporary supports and fixing into position.

50mm dia top & Bottom member, 35mm dia & 25mm dia vertically etc., including bolts, washers and fixing to reinforced concrete as shown in the drawing.

50mm dia (2 no) top member (Horizantal), 25mm dia vertically etc, including bolts, washers and fixing to reinforced concrete as shown in the drawing.




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

TOTAL OF BILL NO. 09 (METAL WORKS) - (CARRIED OVER TO THE GENERAL SUMMARY)

Bill No: 10HYDRAULICS & DRAINAGE

10.1 General

10.2 Rain Water Pipe works

1 ) 1.00 item - - - - -

- - - - - 10.3 Fresh water supply pipework - - - - -

1 ) 1.00 item - - - - -

2 ) 1.00 nos - - - - -

3 ) Ground water supply pipework - - - - -

1.00 item - - - - -

10.4 Sanitary Fixtures & Accessories - - - - -

- - - - -

- - - - -

- - - - -

3 ) All piping shall be of UPVC - - - - -

- - - - -

- - - - -

a) Rates shall include for: sockets, running joints, connections, elbows, junctions, reducers, expansion joints; backnuts and similar; incidental fittings, clips, saddles, brackets, straps, hanges, screws, nails and fixing complete, including cutting and forming holes; excavating, laying pipes and backfilling trenches.

Allow for Rain water discharge as shown in drawings

Allow for Fresh water connection to fixtures Supply and fixing resh water mains (meters)

Allow for water connection to fixtures from Ground water only for WC

Sanitary Fixtures complete including brackets flush pipes, overflows, plugs and washers etc.1 ) All toilet fittings shall be "Cotto" or equivalent - chrome plated2 ) All toilet fixtures shall be "Watertec" or equivalent brand.

4 ) All kitchen sinks shall be of SS type with chrome plated taps.5 ) All water pumps shall be of "Davey" brand or equivalent.




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

1 ) Water Closet 8.00 nos - - - - - 2 ) Wash basin - Counter top type 4.00 nos - - - - - 3 ) Wash basin tap 4.00 nos - - - - - 4 ) Muslim Shower 8.00 nos - - - - - 5 ) Floor waste with gully trap 14.00 nos - - - - - 6 ) Head shower - nos - - - - - 7 ) Mirror with accessories 4.00 nos - - - - - 8 ) Water Taps / Faucet 20.00 nos - - - - - 9 ) Water dispenser 3.00 Set - - - - -

- - - - - 10.5 Pumping System - - - - -

- - - - -

1 ) Ground water pump 1.00 Item - - - - -

10.6 Drainage - - - - - Discharge pipework - - - - -

1 ) 1.00 item - - - - -

2 ) 1.00 item - - - - -

Supply and installation of water pump complete including connecting valves to pipework and electricity as per requirements.

All pipework connection from fixtures and upto the inspection chamber and Soak Pit

Constructing of Soak pit with Inspection Chamber of required size with all provisions to connect pipelines as per drawing.




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

TOTAL OF BILL NO. 10 (HYDRAULICS AND DRAINAGE) - (CARRIED OVER TO THE GENERAL SUMMARY)

Bill No: 11

11 General

11.2 Main Connection

1.00 item - - - - -

11.3 Electrical boards - - - - -

- - - - -

1 ) Main panel board 1.00 nos - - - - - 2 ) Main Distribution boards 14.00 nos - - - - -

- - - - - 11.4 Electrical wiring - - - - -

- - - - -

1 ) 208.00 points - - - - -

2 ) 209.00 points - - - - -

3 ) Cabling to Main Distribution boards 14.00 points - - - - - 4 ) Cabeling For VGA01 13.00 points - - - - -

ELECTRICAL & FIRE INSTALLATIONS

a) Rates shall include for: screws, nails, bolts, nuts, standard cable fixing or supporting clips, brackets, straps, rivets, plugs and all incidental accessories.

b) Rate shall include for electrical conduits, fittings, equipment and similar all fixings

c) Each light / light fixture and its switches shall measure as one one point: similarly each sockets or each fans shall measured as one point.

d) Rate shall include for supply and complete installation of all floors.

Allow for three phase main connection from STELCO board to Panel board

Complete installation incl. for all connection earthing, painting, testing and similar of;

Electrical wiring with copper conductor cable in conduits in walls and slab as specified to;1.5mm2 Wiring to light fixtures and its switches2.5mm2 Wiring to Power Sockets, Fans etc.,




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

5 ) Cabeling For VGA02 13.00 points - - - - - 6 ) Cabeling For Telephone Outlet 13.00 points - - - - -

7 ) 13.00 points - - - - -

8 ) Cabeling For TV point 12.00 points - - - - - 9 ) Cabeling For Speaker 27.00 points - - - - - 10 ) Cabeling For Multimedia Projector 13.00 points - - - - -

11.5 Ceiling Fans - - - - -

1 ) 40.00 nos - - - - -

- - - - - 11.6 Lighting - - - - -

1 ) 120.00 nos - - - - -

2 ) Wall Mount Energy Saving Light 6.00 nos - - - - -

3 ) 40.00 nos - - - - -

4 ) 29.00 nos - - - - -

5 ) 13.00 nos - - - - -

6 ) Machanical Ventilator 11.00 nos - - - - - - - - - -

11.7 Socket outlets - - - - -

- - - - -

1 ) 1 x 13A Socket 14.00 nos - - - - - 2 ) 2 x 13A Socket Outlet 87.00 nos - - - - - 3 ) 1 Gang 15A Socket Outlet 57.00 nos - - - - - 4 ) VGA01 - VGA Cable 13.00 nos - - - - - 5 ) VGA02 - VGA Cable at Ceiling Level 13.00 nos - - - - - 6 ) Plain Telephone Outlet 13.00 nos - - - - - 7 ) Computer Network Outlet 13.00 nos - - - - - 8 ) T.V Point 12.00 nos - - - - - 9 ) Speaker 27.00 nos - - - - - 10 ) Multimedia Projector 13.00 nos - - - - -

- - - - - 11.8 Light Switches - - - - -

- - - - -

1 ) 1Gang 1 Way Switch 12.00 nos - - - - - 2 ) 2Gang 1 Way Switch 4.00 nos - - - - - 3 ) 3Gang 1 Way Switch 6.00 nos - - - - - 4 ) 4Gang 1 Way Switch 32.00 nos - - - - -

Cabeling For Computer Network Outlet (T02)

" KDK" or similar of 1200 dia. With Dimmer Complete

2X26W Fluorescent Lamps In Wall Surface Mount Luminare With Diffuser

1X26W Compact Fluorescent Lamps In Recessed Decorative Luminare

1X16W Compact Flurescent Lamps In Recessed Decorative Luminare

1X16W Energy Saving Daylight Compact Fluredcent Lamps In Surface Mount Weather Proof Luminare

All sockets shall be "Clipsal" / " ABB" or equivalent

All switches shall be "Clipsal"/ "ABB" or equivalent




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

TOTAL OF BILL NO. 11 (ELECTRICAL & FIRE ALARM INSTALLATIONS) - (CARRIED OVER TO THE GENERAL SUMMARY) -

Bill No: 12ROOF

GENERAL

12.1

12.2 ROOF TRUSS

12.2.1

1 ) Ridge Beam 38.53 Mtr - - - - - 1 ) TR1 - 5250 mm 26.00 Nos - - - - -

- - - - - 12.2.2 L " Angles with Cleat Support - - - - -

1 ) 616.00 Mtr - - - - -

- - - - - - - - - -

(a) Rates shall include for: fair edges, dressing over angel fillets, turning into grooves, all other labours, circular edges, nails, screws and other fixings and laps.

b) Rates shall include for: all fabrication work, welding, marking, drilling for bolts incl. those securing timbers, steel plates, bolts, nuts and any type of washer, riveted work, counter sinking and tapping for bolts or machine screws.

c) Rates shall include for fabrication and erection and temporary supports and fixing into position.

Roof truss made with 60.3mm dia with 2.5mm thick GI pipe top and bottom chord and 42.4 mm dia with 2mm tk GI pipe bracing chord as per the given drawings

75mm x 75mm x 5mm thick L Angle @ 800 c/c connected with 50mm x 50 mm cleat angle as per the given drawings




MATERIAL RATE

LABOUR AMOUNT

MATERIAL AMOUNT

TOTAL AMOUNT

12.2.3 ROOF COVERING - - - - -

1 ) 509.05 m2 - - - - -

2 ) 509.05 m2 - - - - -

- - - - - 12.2.4 CAPPING AND FLASHING - - - - -

1 ) 400 mm Ridge capping 38.50 Rmt - - - - - 3 ) Cable Wall Flashing 26.44 Rmt - - - - - 2 ) 25mm x 250mm Facia Board 77.00 Rmt - - - - -

- - - - - 12.2.5 DOWN PIPE - - - - -

1 ) 1.00 item - - - - -

- - - - - 12.2.6 GUTTER - - - - -

1 ) 77.00 Rmt - - - - -

TOTAL OF BILL NO. 12 (ROOF) - (CARRIED OVER TO THE GENERAL SUMMARY)

BHP Lysaght Trimdek Hi-Ten or equivalent roofing sheet, including all fixings, fixed in accordance with manufacturer's instructions.

50mm rockwool insulation with Aluminium foil backing on both side and PVC mesh including

100 mm dia PVC down pipes including down spouts, bends, junctions, straps, brackets, clips and all fixings.

200 mm wide MS Gutter with all accesseries

Documents

· XLS file · Web view · 2016-08-09Kg OTHER CONCRETE WORKS (a) Rates shall include for: excavation, blinding, concrete, formwork and reinforcement as per drawings and specifications