Kusti Academic of Health Sciences New Halls Complex ...intra.sd.undp.org/bids/doc/1211.pdf · Kusti Academic of Health Sciences New Halls Complex Project ... the price shall also

1

ITB/KRT/GF/14/001

KUSTI AHS NEW HALLS COMPLEX

Kusti Academic of Health Sciences New Halls Complex Project

Bills of Quantities

Bill No. (1): Preliminaries

All Prices of items shall include Supplying, Installing, Connecting and testing unless otherwise indicated, the Contractor is required to have approved full coordinated workshop drawings before starting contract activities, the price shall also include all such works. The Contractor should install, construct & erect all works according to drawings, specifications & Instructions of the Engineer. The Workmanship and Material to be used shall, unless otherwise Specified, comply with the Latest Editions of the Requirements, Standards, Regulations, Recommendations, Code of Practice (BS, ASTM & Equivalent), and Amendments thereof.

Item No. Description Unit Qty. Unit Rate

Amount

1.0 Mobilization & Demobilizations L.SUM 1 2.0 Temporary Works

Job 1

Submit Shop Drawings for approval and provide the following Facilities during the entire Construction period up to the Time of Substantial Completion :

.- Lighting & Electric Supply

.- Water Supply

.- Sanitary Facilities

.- Temporary Boundaries, Enclosures, Fencing & Site Protection.

-- Site Office/Accommodation for the

Engineer and to be cleared away on completion of project.

Total of Bill No. (1) carried to Summary of Preliminaries Works

2

ITB/KRT/GF/14/001


Bill No. (2): Structural Works


Item No. Description Unit Qty. Unit

Rate Amount

All works, covered by this Bill, shall be according to the drawings, specifications and instructions of the Engineer & to his Satisfaction.

1.0 Site Clearance & Setting-out Cart away any debris and leave the Site clean and ready for building operations, to the satisfaction of the Engineer

Setting out works: Rates shall include but not limited to Site clearance, all necessary equipments, tools, and workmanship needed to Carry out the setting-out of the New extension Building Using batter Board, theodolite...etc. in accordance to the bill of quantities, Drawings and instructions of Engineer and to the satisfaction of Engineer ( Batter board Not remove until G.B. Casting) Job 1

2.0 Excavation & Backfilling

2.1 Rate shall include digging, shoring, bracing…etc. Excavation for Isolated Footings below the reference natural ground level (to be decided on Site by the Engineer)and cart material away to Approved Municipality Locations

2.1.1 Exca. For F1 M3 95

2.1.2 Exca. For F2 M3 194

2.1.3 Exca. For F3 M3 37

2.1.4 Exca. For F4 M3 26

2.1.5 Exca. For F5 M3 9.5

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ITB/KRT/GF/14/001


Bill No. (2): Structural Works (continued) Item No. Description Unit Qty. Unit Rate

Amount

2.1.6 Exca. For F6 M3 30

2.1.7 Exca. For F7 M3 25 2.2 Provide lay and compact selected soil in layers

of thickness 100 mm compacted to a min. of 95% of max. dry density as per specifications.

2.2.1 For Isolated Footings (measure net compacted) M3 302

2.2.2 For Floor Leveling (measure net compacted) M3 187

3 Concrete Works

3.1 Plain Concrete Works

Provide, all materials mix and lay in position plain concrete Grade 15 (as per drawings ). Cost shall include all materials, form work, labour, sampling, testing, mix. Design, curing, …etc.:

3.1.1 Under Isolated Footings (100 mm thick) for F1 M3 4

3.1.2 Ditto but for F2 M3 8


3.1.4 Ditto but for F4 M3 1.25




3.1.8 Ditto but for Sub-floor slab M3 25

3.2 Reinforced Concrete Works

Provide all Materials for Reinforcement Concrete (RC), Cost shall include: 1-Rod Reinforcement (grade460N/mm2 for all Sizes ): Provide materials, cut to sizes, bend to shape and fix in position reinforcing bars & stirrups with 1.5mm diameter binding wire, all required Related Materials & tests …etc. 2- Concrete: Provide all materials, form work, labour, sampling, testing, Mix design, mix, cast in position , curing, …etc. (All work to be according to the drawings, Specifications & Directions and Satisfaction of Engineer).

3.2.1 R.C. (Grade 25) in Isolated Footing F1 M3 19

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Bill No. (2): Structural Works (continued)

Item No. Description Unit Qty.

Unit Rate

Amount







3.2.8 R. C. (Grade 30) in Short Column C1 M3 2

3.2.9 R. C. (Grade 30) in Short Column C2 M3 6

3.2.10 R. C. (Grade 30) in Short Column C3 M3 0.75

3.2.11 R. C. (Grade 30) in Concrete Wall W1 M3 0.7

3.2.12 R.C. (Grade 25) in Grade Beams M3 24

3.2.13 R. C. (Grade 30) in Ground Fl. Col. C1 M3 3

3.2.14 R. C. (Grade 30) in Ground Fl. Col. C2 M3 8

3.2.15 R.C. (Grade 25) in Ground Fl. Beams M3 25

3.2.16 R.C. (Grade 25) in Ground Fl. Cover Slab M3 46

3.2.17 R. C. (Grade 30) in First Fl. Col. C1 M3 3

3.2.18 R. C. (Grade 30) in First Fl. Col. C2 M3 8

3.2.19 R.C. (Grade 25) in First Fl. Beams M3 25

3.2.20 R.C. (Grade 25) in First Fl. Cover Slab M3 46

3.2.21 R. C. (Grade 30) in Roof Fl. Col. C2 M3 1.7

3.2.22 R.C. (Grade 25) in Staircase Roof Beams M3 1.75

3.2.23 R.C. (Grade 25) in Staircase Roof Cover Slab M3 3

3.2.24 Ditto, but in Staircase include flights, Landings & Landings beams

M3 10.5

3.2.25 Ditto, but in entrance Steps M3 1

3.2.26 Ditto, but in Ground Floor Lintels M3 1.4

3.2.27 Ditto, but in First & Roof Floor Lintels M3 1.7

3.2.28 Ditto, but in Concrete Coping ML. 79

Total of Bill No. (2) carried to Summary of Structural Works

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ITB/KRT/GF/14/001


Bills of Quantities For Architectural Works

Bill No. (3): Architectural Works



Unit Rate

Amount

1.0 Brickwork

Provide & Build (ordinary red, burned bricks/Concrete Blocks) in cement /sand mortar (1:6) for one brick Wall or more, (1:4) for half brick Wall. For face brick 6 mm diameter mild steel tie rod to be used every 1.1 m Horizontally and every 3 courses Vertically. Rates to include for key to concrete columns and beams and m. s. ties where necessary, details to be prepared by contractor for approval. All works are to be the satisfaction of the Engineer. All measure will be Net. Windows & Doors opening shall be detected.

1.1 Concrete Block size 20x20x40cm under grade beams rate shall included excavation 30cm M2 80

1.2 One-brick wall with ordinary red, burned bricks in Ground Fl. Internal and Externally. M2 345

1.3 One-brick wall with ordinary red, burned bricks in First Fl. Internal and Externally. M2 487

1.4 One-brick wall with ordinary red, burned bricks in Roof Fl. Internal and Externally. M2 62

1.5 One-brick wall with ordinary red, burned bricks in Roof Fl. Parapet walls. M2 82

1.6

Half brick wall for Ground Fl. bathroom reinforced with expanded metal sheet from two sides as per drawings, Specs. and instructions of Engineer M2 12

1.7

Half brick wall for First Fl. bathroom reinforced with expanded metal sheet from two sides as per drawings, Specs. and instructions of Engineer M2 12

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Bill No. (3): Architectural Works (continued)


Unit Rate

Amount

2.0 Plaster Works

Provide & Apply 20 mm thick cement/sand plaster (1:6) including all necessary angle beads, grooves, metal lath, and special treatment at joints, change of directions and between concrete and brick surfaces etc, application can be by machines. All as specified and to the satisfaction of the Engineer. All measure will be Net ( Windows & Doors opening shall be detected)

2.1 On Ground Fl. Internally M2 345 2.2 On Ground Fl. Externally M2 313 2.3 Ditto, but on Ground Floor R.C. Slab Soffit M2 242

2.4 Ditto, but on Ground Floor Narrow Width M2 89 2.5 On First Fl. Internally M2 457

2.6 On First Fl. Externally M2 313 2.7 Ditto, but on First Fl. R.C. Slab Soffits M2 242 2.8 Ditto, but on First Fl. Narrow Widths M2 69 2.9 On Roof Fl. Internally & Externally M2 145

2.10 On Roof Fl. Parapet Walls (Internally & Externally) M2 148

2.11 Ditto, but on staircase. R.C. Slab Soffit M2 22

2.12 Ditto, but on Soffits and sides of staircase Flights & Landing M2 64

3.0 Paint Works

Provide & Apply prime coat, putty and two coats of plastic emulsion paint to be finished with Mat oil paint for Internally. For external plastered surfaces 3 coats of emulsion paint textured finish to be applied by compressor, gun and rollers. Rates to include for all works as specified and complete in every respect to the satisfaction of the Engineer.

14,019.00

3.1 On Ground Fl Internally M2 398

3.2 On Ground Fl. Externally M2 349

3.3 Ditto, but on Ground Fl. R.C. Slab Soffit M2 242

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ITB/KRT/GF/14/001


Bill No. (3): Architectural Works (continued) Item No. Description Unit Qty. Unit Rate

Amount

3.4 On First Fl. Internally M2 498

3.5 On First Fl. Externally M2 341

3.6 Ditto, but on First Fl. R.C. Slab Soffits M2 242

3.7 On Roof Fl. Internally & Externally M2 145

3.8 On Roof Fl. Parapet Walls ( Internally & Externally)

M2 148

3.9 Ditto, but on staircase. R.C. Slab Soffit M2 22

3.10 Ditto, but on Soffits and sides of staircase Flights & Landing

M2 64

4.0

Pavior & Tiles Works

Provide & Fix floor tiles according to Drawings, Specifications and Instructions of the Engineer. Rates to include for cutting and bedding and backing in cement/sand mortar (1:6), source Spain or equivalent, grouted in white cement, size and color to be approved by the Engineer, all complete as per Drawings & Specifications. Samples to be submitted for approval of the Engineer with the necessary documents prior to Commencement of Work.

73,001.00 4.1 Floors Tiles

4.1.1 Porcelain Tile in Ground Floor M2 212

4.1.2 Ceramic Tile in Ground Floor Bathroom M2 21 4.1.3 Porcelain Tile in First Floor M2 212

4.1.4 Ceramic Tile in First Floor Bathroom M2 21 4.2 Walls Tiles

4.2.1 Ceramic tiles in Ground Fl. bathroom M2 83 4.2.2 Ceramic tiles in First Fl. bathroom M2 83 4.3 Granite Tiles

4.3.1 Granite 30 mm thick, for Staircases tread with Groove Edged & Staircases riser 20 mm thick as shown in drawings ML 66

4.3.2 Granite Tiles in Staircases Landings M2 21

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ITB/KRT/GF/14/001




Unit Rate

Amount

4.3.3 Granite 30 mm thick, for Entrance Steps tread with Groove Edged & Entrance steps riser 20 mm thick as shown in drawings, Specs. To satisfaction of Eng. ML 11

4.3.4 Granite 30 mm thick, for Windows sills as shown in drawings, Specs. To satisfaction of Eng. ML 36.5

4.4 Skirting

Provide Material and Fix in position as per

drawings, Specifications and instructions of the Engineer first quality from same Tile material but be originally manufactured for skirting i.e. (tile cut is not accepted to serve same) thickness = 11 mm (Spanish or Equivalent) including cement and sand mortar bed and backing, cutting, fittings, trims, accessories, jointing, grouting and polishing, as specified and to the satisfaction of the Engineer.

4.4.1 75 mm Porcelain height in Ground Floor ML 119 4.4.2 75 mm Porcelain height in First Floor ML 147 4.4.3 Ditto, but Granite 150 mm height in Staircases ML 49

4.5 Interlock Tiles & Curbstone

Provide & Fix Interlock Tiles size 8cm & Curbstone size 60x15cm according to Drawings, Specifications and Instructions of the Engineer. Rates to include all materials and labour for cutting and bedding and fixing curbstone in concrete (1:3: 6), source from reputable manufacture, size and color to be approved by the Engineer, all complete as per Drawings & Specifications. Samples to be submitted for approval of the Engineer with the necessary documents prior to Commencement of work.

4.5.1

Provide and fix colour interlock . Samples to be submitted for approval, rate to include for all Materials and works as per drawing, specification and direct by Eng. M2 119

4.5.2

Provide & Fix curbstone, Samples to be submitted for approval, Rates to include for all Materials and works as per drawing, specification and direct by Eng. ML 69

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ITB/KRT/GF/14/001




Amount

5.0 Doors & Windows 5.1 Steel Doors

Provide and Erect Hinged, Pressed steel doors from a reputable source to be approved and including iron mongery and factory powder painted. Fixing strictly according to manufacturer’s instructions. Rates to include for all accessories, hard ware, frames, closers, doorstops, glazing etc. complete in every respect, as Per Drawings, Specifications & Instructions of the Engineer.

5.1.1

Type D 1 (1.2 X 2.15) m Exterior type (weather resistance) No. 5

5.1.2 Type D 2 (1.0 X 2.15) m Exterior type (weather resistance) No. 3

5.1.3 Type D 3 (0.8 X 2.15) m interior type No. 8

5.2 Aluminum Windows

Provide, Fabricate & Fix in position Aluminum Windowspowder coated of 3.5 mm average thickness for frames and leaves. The Aluminum material should be first class (Italian or equivalent), Glazed 6mm reflecting glass externally, including all necessary frames, sub frames, heavy duty extruded and anodized aluminum profiles, trims, sealant, architraves, fly screens and weather stripping. All aluminum works finished in white colour. Rates to include for all work complete in every respect as specified and to the Satisfaction of the Engineers.

(Dimension & Details as per Drawings)

5.2.1 W 1 Size (1.5 x 1.20) m (Sliding Window) No. 16 5.2.2 W 2 Size (1.00x 1.20) m (Sliding Window) No. 8 5.2.3

H. L. W- W3 Size (2.4 x 0.60) m (Sliding Window) No. 2

5.2.4 W4 Size (0.60X0.60) m No. 6 6.0 Ironmongery Works

6.1 Staircase Handrail Provide, Manufacture and Fix in position Staircase Handrail (Dimension & Details as per Drawings), Rates include all necessary fixings, painting red oxide paint before fixing and final paint, complete as per drawings, specifications and direct by Eng. ML 19

10

ITB/KRT/GF/14/001




Unit Rate

Amount

6.2 Entrance Steps Handrail Provide, Manufacture and Fix in position Entrance Step Handrail (Dimension & Details as per Drawings) Rates include all necessary fixings, painting, complete as per drawings, specifications and direct by Eng.. ML 4

6.3 Steel Balustrade Provide, Manufacture and Fix in position Steel balustrade (Dimension & Details as per Drawings) Rates include fill vertical posts with concrete, all necessary fixings, painting red oxide paint before fixing and final paint, complete as per drawings, specifications and direct by Eng.. ML 30

6.4 Safety Grills Provide Manufacture and Fix Rectangular Steel Pipe, in Safety Grill with Frame Section (40x40x1.0) mm & Horizontal and Vertical Grid members of Section (30x60x1.0) mm, gauge heavy duty, factory powder painted red oxide paint before fixing and final paint (colored to be approved by the Engineer), as shown on Drawings.

6.4.1 W 1 Size (1.5 x 1.20) m No. 16

6.4.2 W 2 Size (1.00x 1.20) m No. 8

6.4.3 H. L. W- W3 Size (2.4 x 0.60) m No. 2

6.4.4 W4 (0.60X0.60)m No. 8

Total of Bill No. (3) carried to Summary of Architectural Works

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ITB/KRT/GF/14/001


Bills of Quantities for Mechanical Works

Bill No. (4): Mechanical Works


Item No.

Description Unit Qty. Unit Rate

Amount

1.0 Septic Tank Provide all materials and cast R.C. grade 25 septic Tank outer dimension on plan 4.5x2.5m average depth is 2.0 m benefit last manhole Rate shall include excavation, one brick wall, Plain Concrete, Reinforcement Concrete, water proof, water stop, manhole covers, testing, …and the like. All as per drawing, specifications and direct of Eng.

No

1

2.0 Soak-way Well Excavation effluent soak-away well internal diameter (net after one brick wall) from grout level to end depth of (2.0m) before lowest summer water table complete with stringer beam cover slab and H.D. Cast iron frame, cover and one brick thick wall with mix 1:6 lining to wall with 2.0m internal diameter rate shall include test of water table Constant discharge by using two three phase 10 horse pump for 4 hours + 4 tanker car according to local Municipality all complete to satisfaction of Eng. Recovery test shall be carried out after the constant Discharge test. Until the water level in the well returns approximately to the static level according to the satisfaction of Eng.

No

1

3.0 Provide and install Water closet seat (Eastern Type) from recognized manufacturers type Twyford (England) or equivalent from Europe country complete with cistern and all accessories (e.g. Angle valve, shattf, …etc) all works as per drawing, specification and direct by Eng. No 6

4.0 Provide and install Hand Wash Basin from a recognized reputable manufacturer with all accessories including taps, p-trap, main valve, Angle valve…etc. all works as per drawing, specification and direct by Eng. No. 6

12

ITB/KRT/GF/14/001


Bill No. (4): Mechanical Works (continued)


Unit Rate

Amount

5.0 Floor drains shall be provided for toilets, washing areas on all areas as indicated in the drawings. Floor drains shall be with 50mm or 100mm bore-outlet (Collection floor drain type) as per drawing, specification and direct by Eng. No. 8

6.0 Provide and lay horizontal & Fix Vertical UPVC pipes (6 bars) (∅100 mm) from a recognized reputable manufacturer with all fittings and to be laid according to specifications. Rate shall include excavation and backfill and all necessary works related as per drawing, specification and direct by Eng. ML 66

7.0 Provide and lay Water Drain Spout of UPVC pipes (6 bars) (∅75 mm) from a recognized reputable manufacturer with all fittings and to be laid according to specifications. Rate shall include all necessary works related 45 elbow as per drawing, specific and direct by Eng. ML 13

8.0 Provide and lay horizontal & Fix Vertical UPVC pipes (6 bars) (∅50 mm) from a recognized reputable manufacturer with all fittings and to be laid according to specifications. Rate shall include excavation and backfill and all necessary works related elbow as per drawing, specific and direct by Eng. . ML 46

9.0 Provide materials and construct one Brick wall manholes of Size 45.0X45.0 cm with invert levels as specified in drawings. Provide heavy duty cover for manhole. Rate shall include Excavation, Backfilling, Brickworks, Plastering & Waterproofing Works as per drawings elbow as per drawing, specific and direct by Eng. No. 8

10.0 Provide materials and construct one Brick wall gully trap (30x30) cm. Rate shall include Excavation, Backfilling, Brickworks, Plastering, & Waterproofing & Heavy duty Cover elbow as per drawing, specific and direct by Eng. No. 3

11.0 Provide and erect water supply pipes PPR (∅ 25 mm .) from recognized manufacture with all fittings elbow, tee, valve, reduce all works as per drawing, specification and direct by Eng. ML 33

12.0 Provide and erect water supply pipes PPR from(∅19mm) recognized manufacture with all fittings elbow, tee, valve, reduce all works as per drawing, specification and direct by Eng. ML 79

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ITB/KRT/GF/14/001


Bill No. (4): Mechanical Works (continued)


Unit Rate

Amount

13.0 Provide and install (Fiber glass 6 layers, to be protected inside with Anti Algae Paint, Water tanks of capacity 1500 liters with all fittings, float, non-return valves, gate valves, drain, overflow, …etc. Rate shall include the necessary supporting required and support one brick on one half brick bracket as per drawing, specification and direct by Eng. No. 1

15.0 Provide and erect booster pumps from recognized manufacturer Q = 1.1 L/sec, H = 15m, H.P = 0.5, with all fittings, non-return valves, gate valves, …etc. Rate shall include the necessary supporting required & Safety cage all be test as per drawing, specification and direct by Eng. No. 1

16.0 Provide and fix AC Split Unit 18000Btu, Mitsubishi, General or equivalent. Gas piping & Electric wiring in 500x500mm PVC trucking between indoor & Exterior units. A pair of Iron Brackets will also be provided for installation of Exterior Unit, with all accessories & fittings complete in all respects , The rate shall include UPVC Æ 1" waste pipe with a slope of 150mm/m with the length to cover all as per drawings & specifications No. 12

17.0 Provide material and fix in bathrooms Floor and 20cm high skirting in walls 4 mm thick torch applied water proofing membrane from a Reputable manufacturer. Prime coats and over laps to be according to Manufacture Instructions & Instruction of Engineer. Samples are to be submitted to the Engineer for approval prior to commencement of work. Rate shall include for applying geotextile sheet of (120gm/m2) for Membrane Protection. M2 47

18.0 Provide material and fix in Roof Floor and 20cm high skirting in Parapet walls 4 mm thick torch applied water proofing membrane from a Reputable manufacturer. Prime coats and over laps to be according to Manufacture Instructions & Instruction of Engineer. Samples are to be submitted to the Engineer for approval prior to commencement of work. Rate shall include for applying geotextile sheet of (120gm/m2) for Membrane Protection . M2 284

19.0 Supply & Apply 50 mm minimum thickness foam Concrete with dry density 700 kg/cm2 to Slope (1:100) leading to fall. Finished surface to be smooth. as per Drawings, Specifications and to Satisfaction of the Engineer

M2 284 Total of Bill No. (4) Carried to Summary for Mechanical Works

14

ITB/KRT/GF/14/001


Bills of Quantities for Electrical Works

Bill No. (5): Electrical Works

All Prices of items shall include Supplying, Installing, Connecting and testing unless otherwise indicated, the Contractor is required to have approved full coordinated workshop drawings before starting contract activities, and the price shall also include all such works. The Contractor should install, construct & erect all works according to drawings, specifications & Instructions of the Engineer. The Workmanship and Material to be used shall, unless otherwise Specified, comply with the Latest Editions of the Requirements, Standards, Regulations, Recommendations, Code of Practice (BS, ASTM & Equivalent), and Amendments thereof.

Item No.


Amount

Rates shall include but not limited to supply of all materials ,equipments tools, testing commissioning and the installation workmanship as per the drawings and specifications and directions of the Engineer

1 Supply and install and operate Main Distribution Board English made or equivalent, complete installation, including for all connections, earthing, painting, testing and similar of One Three phase main panel board with connections from the mains including meter, cut‐off fuse, the capacitors measuring meters (Voltmeter and Ammeter) indicating lamps, the protection required for the measuring meters, various bus bars , terminal blocks and all accessories required One Electricity Meter The size of the board is suitable for all components and accessories with spare space of30%. Sample is to be provided for Engineer’s approval. before commencement of work No. 1

2

Supply & install distribution panel .100A , including Erection, Testing & Commissioning , compartmentalized 18 way MCBDB Double door type, IP 42 powder coated comprising of "C" curve MCB's for LIGHTING / cum POWER DB. Including support clamps & angles frames as required. as per drawings & specifications No. 2

3 70mm2 armed for Core P.V.C Cable from Supply to M.D.B ML 33

4 35mm2 armed for Core P.V.C Cable from M.D.B to S.D.B ML 11

5 Provide all materials and lay in position as per drawings & specifications a complete 2X4 feats fluorescent lamps with cover & Switch No. 102

15

ITB/KRT/GF/14/001


Bill No. (5): Electrical Works (continued)


Unit Rate

Amount

6 Provide all materials and lay in position a complete ceiling lamps (2*60w,Ceiling Mounted, Round) with switch No. 34

7 Provide all materials and lay in position 13 Amps Sockets No. 58

8

Provide all materials and lay in position 150/140cm Ceiling Fan with regulator No. 24

9

Provide all materials and lay in position 8 inches exhaust fan, Rate shall include Wood sub-frame of 20mm thick. No. 6

10

Provide and fix in position earthling system for the building as per engineer directions Job 1

Total of Bill No. (5) carried to Summary of Electrical Works

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Summary of Works - Kusti Academic of Health Sciences

Bill No.

Description Amount

1 Preliminaries

2 Structural Works

3 Architectural Works

4 Mechanical Works

5 Electrical Works

Total

1

Al Fasher AHS Female Student Dormitory Project

ITB/KRT/GF/14/001

Al-Fasher Academic of Health Sciences Female Student Dormitory Project

Bills of Quantities Bill of Quantities For Preliminaries Works

Bill No. (1): Preliminaries All Prices of items shall include Supplying, Installing, Connecting and testing unless otherwise indicated, the Contractor is required to have approved full coordinated workshop drawings before starting contract activities, the price shall also include all such works. The Contractor should install, construct & erect all works according to drawings, specifications & Instructions of the Engineer. The Workmanship and Material to be used shall, unless otherwise Specified, comply with the Latest Editions of the Requirements, Standards, Regulations, Recommendations, Code of Practice (BS, ASTM & Equivalent), and Amendments thereof.

Item No.


Amount

1.0 Mobilization & Demobilization L.SUM 1

2.0 Temporary Works

Job 1

Submit Shop Drawings for approval and provide the following Facilities during the entire Construction period up to the Time of Substantial Completion :

.- Lighting & Electric Supply

.- Water Supply

.- Sanitary Facilities

.- Temporary Boundaries, Enclosures, Fencing & Site Protection.

-- Site Office/Accommodation for the

Engineer and to be cleared away on completion of project.

Total of Bill No. (1) carried to Summary of Preliminaries Works

2


ITB/KRT/GF/14/001

Bill of Quantities For Structural Works

Bill No. (2): Structural Works



Unit Rate

Amount

All works, covered by this Bill, shall be according to the drawings, specifications and instructions of the Engineer & to his Satisfaction.

1.0 Site Clearance & Setting-out Cart away any debris and leave the Site clean and ready for building operations, to the satisfaction of the Engineer Setting out works: Rates shall include but not limited to Site clearance, all necessary equipments, tools, and workmanship needed to Carry out the setting-out of the New extension Building Using batter Board (No to be remove until window sills), theodolite , Level Device ...etc. in accordance to the bill of quantities, Drawings and instructions of Engineer and to the satisfaction of Engineer

Job 1

2.0 Excavation & Backfilling

2.1 Rate shall include but not limited to digging, shoring , bracing ..etc. Excavation for Strip Foundations below the reference natural ground level (to be decided on Site by the Engineer)and cart material away to Approved Municipality Locations

2.1.1 Exca. For Strip Found. for Building Walls M3 1030

2.1.2 Exca. For Strip Found. for Boundary Walls M3 134 2.1.3 Exca. For Strip Found. For Kitchen & Laundry

Counter walls M3 8

3


ITB/KRT/GF/14/001


Item No.


Amount

2.2 Provide lay and compact selected soil in layers of thickness 200 mm compacted to a min. of 95% of max. Dry density as per specifications (measure net compacted).

2.2.1 Around Foundation for Building Walls M3 556

2.2.2 Around Foundation for Boundary Walls M3 65 2.2.3 For Floor Leveling M3 642 2.2.4 Around Foundation wall of Kitchen & Laundry

Counter Wall M3

4

3 Concrete Works

3.1 Plain Concrete Works Provide, mix and lay in position plain concrete

Grade 15 (as per drawings ). Cost shall include all materials, form work, labour, sampling, testing, mix. Design, curing, …etc.:

3.1.1 P. C. (100 mm thick) Under Building R. C. Strip Foundation

M3 38

3.1.2 Ditto ditto but for Under Boundary wall R. C. Strip Foundation

M3 4.5

3.1.3 Ditto ditto but for Sub-floor slab M3 77

3.1.4 Ditto ditto but under Kitchen & Laundry Counter Walls.

M3 1

3.2 Reinforced Concrete Works

Provide all Materials for Reinforcement Concrete (RC), Cost shall include: 1-Rod Reinforcement (grade460N/mm2 for all Sizes ), Provide materials, cut to sizes, bend to shape and fix in position reinforcing bars, all required Related Materials & tests …etc. 2- Concrete Provide all materials, form work, labour, sampling, testing, Mix design, mix, cast in position , curing, …etc. (All work to be according tom drawings, Specifications & Satisfaction of Engineer).

3.2.1 R.C. (Grade 25) in Building walls Strip Found. M3 109

3.2.1 Ditto but for Boundary wall Strip Found. M3 12

3.2.3 Ditto but for Tie Beams at Lintel Level M3 32

4


ITB/KRT/GF/14/001


Item No.


Amount

3.2.4 Ditto but for Roof Beams M3 39

3.2.5 R.C. (Grade 25) in Ground Fl. Cover Slab for Supervisor rooms, reception, bathrooms & Guard room

M3 24

3.2.6 R.C. (Grade 25) in Kitchen Counter Slab M3 0.35

4 Structural Steel Work

Rates shall include detailed Shop-Drawing material, cutting, welding, labour, erect, delivered to Site …etc and painting by anti rust red oxide paint before fixing and shall include also for cleats

4.1 Provide assemble fix into correct position steel I-Section truss type A of 7.5m effective span and consisting of the following members Two I-Section IPN 160x74x17.9kg/ml rafter of length 4.10m Two I-Section IPN 160x74x17.9kg/ml of length 0.3m 3ml 65x65x6mm double angle ties All complete with 6mm thick gust plate 1.5mm length . 65x65x6mm angle cleats, 16mm diameter black bolt, fill plates, welds all as shown on detail drawing, specification and direct Eng.

No

14

4.2 Provide assemble fix into correct position steel I-Section truss type B of 9.25m effective span and consisting of the following members I-Section IPN 160x74x17.9kg/ml rafter of length 4.10m I-Section IPN 160x74x17.9kg/ml rafter of length 6.0m Two I-Section IPN 160x74x17.9kg/ml of length 0.3m 3ml 65x65x6mm double angle ties 1.8ml 65x65x6mm double angle strut All complete with 6mm thick gust plate 1.5mm length . 65x65x6mm angle cleats, 16mm diameter black bolt, fill plates, welds all as shown on detail drawing, specification and direct Eng. No 12

5


ITB/KRT/GF/14/001


Item No.


Amount

4.3 Provide assemble fix into correct position steel I-Section truss type C of 8.25m effective span and consisting of the following members I-Section IPN 160x74x17.9kg/ml rafter of length 4.10m I-Section IPN 160x74x17.9kg/ml rafter of length 5.0m Two I-Section IPN 160x74x17.9kg/ml of length 0.3m 3ml 65x65x6mm double angle ties 1.55ml 65x65x6mm double angle strut All complete with 6mm thick gust plate 1.5mm length. 65x65x6mm angle cleats, 16mm diameter black bolt, fill plates, welds all as shown on detail drawing, specification and direct Eng. No 3

4.4 Supply, erect 65x65x6 steel purlins rest on 65x65x6 cleat, tighten bolt and washer nut very well rate shall include paint with red oxide and final paint as per drawing, specification and direct by Eng. ML 815

4.5 Roof Wind Bracings

Provide materials and fix in position 2 angle 65x65x6mm of length 5m/each bracing (as per drawing) complete with paint red oxid and final paint as per drawing, specification and direct by Eng. ML 222

4.6 Supply and fix against purlins galvanized Trapezoidal Profile Roof Sheet 0.5mm thickness with hook bolts 8mm, washer and nuts. One corrugation side lap and 30cm end lap according to drawing, Specification and direct of Eng. M2 612.5

4.7 Supply fabricate and galvanized Trapezoidal Profile 5mm thick sheet ridge capping of width 2m as per drawing, specification and direct by Eng. ML 70

4.8 Rain Gutter Provide all material and fix in correct position Rain gutter size 20cmx20cm of galvanized flat sheet gage 24 . Rate shall include 2" UPVC down Pipe with all accessories to fix and 45 elbow as per drawing, specification and direct by Eng. ML 15.5

6


ITB/KRT/GF/14/001



Unit Rate

Amount

5 Wall Boundary Protection Provide and fix in Position galvanized Barbed wire. Rate shall include all material (e.g. Post and Strut angles 50x50x6mm, barbed wire, concrete …and the like) and preparing post and struts if necessary to cut to size and drilling of holes and cuts to receive barbed wire, Erection of post, stretch, fix and tighten barbed wire lines and cross lines ML 75

Total of Bill No. (2) carried to Summary of Structural Works

7


ITB/KRT/GF/14/001

Bills of Quantities For Architectural Works Bill No. (3): Architectural Works All Prices of items shall include Supplying, Installing, Connecting and testing unless otherwise indicated, the Contractor is required to have approved full coordinated workshop drawings before starting contract activities, the price shall also include all such works. The Contractor should install, construct & erect all works according to drawings, specifications & Instructions of the Engineer. The Workmanship and Material to be used shall, unless otherwise Specified, comply with the Latest Editions of the Requirements, Standards, Regulations, Recommendations, Code of Practice (BS, ASTM & Equivalent), and Amendments thereof.


Unit Rate

Amount

1.0 Brickwork

Provide & Build (ordinary red, burned bricks/Concrete Blocks) in cement /sand mortar (1:6) and curing for three days for one brick Wall or more, (1:4) for half brick Wall. For face brick 6 mm diameter mild steel tie rod to be used every 1.1 m Horizantally and every 3 courses Vertically. Rates to include for key to concrete columns and beams and m.s. ties where necessary, details to be prepared by contractor for approval. All works are to be the satisfaction of the Engineer.All measure will be Net. Windows & Doors opening shall be detected.

1.1 Two brick wall with ordinary red, burned bricks In Building Walls

M2 711

1.2 Two brick wall with ordinary red, burned bricks in Boundary walls.1:6 C/S Mortar

M2 115.5

1.3 1½ brick wall with ordinary red, burned bricks In Building Walls 1:6 C/S Mortar

M2 2057

1.4 1½ brick wall with ordinary red, burned bricks in Boundary walls.1:6 C/S Mortar including Brick Coping

M2 308

1.5 1½ Brick wall with ordinary red, burned bricks in Kitchen & Laundry counter wall 1:6 C/S Mortar

M2 41

1.6 One Brick Wall with ordinary red, burned brick for Bathroom, Kitchen & Laundry counter walls 1:6 C/S Mortar

M2 110

1.7 Provide And Build in Position Concrete Cluster Block sample to be submitted by the contractor for Engineer approval

M2 124

8


ITB/KRT/GF/14/001

Bill No. (3): Architectural Works (Continued)


Amount

2.0 Plaster Works

Provide & Apply 20 mm thick cement/sand plaster (1:6) including curing for three days all necessary angle beads, grooves, metal lath, and special treatment at joints, change of directions and between concrete and brick surfaces etc, application can be by machines. All as specified and to the satisfaction of the Engineer. All measure will be Net. Windows & Doors opening shall be detected

2.1 On Building Internally M2 2753

2.2 Ditto, but on Building Externally M2 1203

2.3 Ditto, but on Building R.C. Slab Soffits M2 165

2.4 Ditto, but on Building Narrow Widths M2 226

2.5 On Parapet Walls ( Internally & Externally) M2 82

2.6 Ditto, but on Boundary Walls M2 616

2.7 Ditto, but on Boundary Narrow Width M2 45

2.8 Ditto, but on Laundry Counter Walls M2 58

2.9 Ditto, but on Laundry Counter Narrow Width

M2 2

3.0 Paint Works

Provide & Apply prime coat, putty and two coats of plastic emulsion paint to be finished with Mat oil paint for Internally walls R.C Beams...etc. For Externally plastered surfaces 3 coats of emulsion paint textured finish to be applied by compressor, gun and rollers. Rates to include for all works as specified and complete in every respect to the satisfaction of the Engineer.

14,019.00

3.1 On Building Internally M2 2889

3.2 Ditto, but on Building Externally M2 1293

3.3 Ditto, but on Building R.C. Slab Soffits M2 165

3.4 On Building Parapet Walls ( Internally & Externally)

M2 82

3.5 Ditto, but on Boundary Walls M2 661

3.6 Ditto, but on Laundry Counter wall M2 60

9


ITB/KRT/GF/14/001

Bill No. (3): Architectural Works (Continued) Item No. Description Unit Qty. Unit Rate

Amount

4.0 Pavior & Tiles Works

Provide & Fix floor tiles according to Drawings, Specifications and Instructions of the Engineer. Rates to include for cutting and bedding and backing in cement/sand mortar (1:6) curing for three days, source Spain or equivalent, grouted in white cement, size and color to be approved by the Engineer, all complete as per Drawings & Specifications. Samples to be submitted for approval of the Engineer with the necessary documents prior to Commencement of Work.

4.1 Floors Tiles

4.1.1 Porcelain Tile in Building Floor M2 568

4.1.2 Ceramic Tile in Bathroom Floor M2 87

4.1.3 Ceramic Tiles in Kitchen Floor M2 37

4.2 Walls Tiles

4.2.1 Ceramic tiles in bathroom Walls M2 595

4.2.2 Ceramic Tiles in Kitchen Wall M2 150

4.2.3 Ceramic Tiles in Kitchen Counter Wall M2 3

4.3 Granite Tiles

4.3.1 Granite 30 mm thick, for Windows sills as shown in drawings

ML 74

4.3.2 Granite 20 mm thick, for Kitchen Counter toping Slab as shown in drawings

M2 4

4.4 Skirting

Provide Material and Fix in position as per drawings, Specifications and instructions of the Engineer first quality from same Tile material but be originally manufactured for skirting i.e. (tile cut is not accepted to serve same) thickness = 11 mm (Spanish or Equivalent) including cement and sand mortar bed and backing, cutting, fittings, trims, accessories, jointing, grouting and polishing, as specified and to the satisfaction of the Engineer.

4.4.1 75 mm height Porcelain in Ground Floor ML 335

10


ITB/KRT/GF/14/001


Item No.


Amount

4.5 Interlock Tiles & Curbstone

Provide & Fix Interlock Tiles size 8cm &

Curbstone size 60x12cm according to

Drawings, Specifications and Instructions of

the Engineer.

Rates to include all materials and labour for cutting and bedding and fixing curbstone in concrete (1:3: 6), source from reputable manufacture, size and color to be approved by the Engineer, all complete as per Drawings & Specifications. Samples to be submitted for approval of the Engineer with the necessary documents prior to Commencement of work.

4.5.1

Provide & Fix Color Interlock with thickness = 80 mm .Samples to be submitted for approval, Rates to include for all works as specified M2 341

4.5.2 Provide & Fix curbstone, Samples to be submitted for approval, Rates to include for all works as specified ML 27.5

6.0 Doors & Windows 6.1 Steel Doors

Provide and Erect Hinged, Pressed steel doors from a reputable source to be approved and including ironmongery and factory powder painted and fire resistance and weather proofing. Fixing strictly according to manufacturer’s instructions. Rates to include for all accessories, hard ware, frames, closers, doorstops, glazing etc. complete in every respect, as Per Drawings, Specifications & Instructions of the Engineer.

6.1.1 Type D 1 (1.2 X 2.15) m outdoor No. 3 6.1.2 Type D 2 (1.0 X 2.15) m outdoor No. 10 6.1.3 Type D 3 (0.8 X 2.15) m indoor No. 21

11


ITB/KRT/GF/14/001



Amount

6.2 Aluminum Windows

Provide, Fabricate & Fix in position Aluminum Windows powder coated of 3.5 mm average thickness for frames and leaves. The Aluminum material should be first class (Italian or equivalent), Glazed 6mm reflecting glass externally, including all necessary frames, sub frames, heavy duty extruded and anodized aluminum profiles, trims, sealant, architraves, fly screens and weather stripping. All aluminum works finished in white colour. Rates to include for all work complete in every respect as specified and to the Satisfaction of the Engineers.

(Dimension & Details as per Drawings)

6.2.1 W 1 Size (1.2 x 1.20) m (Sliding Window) No. 48

6.2.2 W 2 Size (1.00x 1.20) m (Sliding Window) No. 1

6.2.3

H. L. W- W3 Size (0.60 x 0.60) m (casement Window)

No. 15

7.0 Iron Monger Works

7.1 Safety Grills Provide Manufacture and Fix

Rectangular Steel Pipe, in Safety Grill with Frame Section (40x40x1.0) mm & Horizontal and Vertical Grid members of Section (30x60x1.0) mm, gauge heavy duty, painting with redoxide factory powder painted (colored to be approved by the Engineer), as shown on Drawings.

7.1.1 GD1Size (1.2X2.15)m No. 6

7.1.2 Entrance Gate (2.40X3.00)m No. 2

7.1.3 GW 1 Size (1.2 x 1.20) m No. 48

7.1.4 GW 2 Size (1.00x 1.20) m No. 1

7.1.5 GW3 H. L. W- Size (0.60 x 0.60) m No. 15

8.0 False Ceiling

Provide & Fix Gypsum tiles false ceiling in accordance to the manufacturer’s instructions and with respect to locations and heights of ceiling to suite other services i.e. laminar, Ceiling Fans, ...etc. Samples to be submitted for Engineer's approval. Rates to include for all work as specified, all to the satisfaction of the Engineer.

8.1 (600x600) mm, Gypsum tiles false ceiling M2 408

Total of Bill No. (3) carried to Summary of Architectural Works

12


ITB/KRT/GF/14/001

Bill of Quantities For Mechanical Works

Bill No. (4): Mechanical Works All Prices of items shall include Supplying, Installing, Connecting and testing unless otherwise indicated, the Contractor is required to have approved full coordinated workshop drawings before starting contract activities, the price shall also include all such works. The Contractor should install, construct & erect all works according to drawings, specifications & Instructions of the Engineer. The Workmanship and Material to be used shall, unless otherwise Specified, comply with the Latest Editions of the Requirements, Standards, Regulations, Recommendations, Code of Practice (BS, ASTM & Equivalent), and Amendments thereof.


Unit Rate

Amount

1.0 Provide and install Water closet seat (Eastern Type) from recognized manufacturers type Twyford (England) or equivalent from Europe country complete with cistern and all accessories all works as per drawing, specification and direct by Eng. No 10

2.0 Provide and install Hand Wash Basin from a recognized reputable manufacturer with all accessories including taps, main valve and angle valve (Germany or European Country) all works as per drawing, specification and direct by Eng. No. 18

3.0 Shower Trays These shall be of enameled fire clay, required size approximately 760x760mm, 180mm high, no over flow, complete with grid waste fitting 1½" fixed to wall, vitreous china soap nolder included. Complete with 32mm siphon all works as per drawing, specification and direct by Eng. No 6

4.0 Kitchen Sink Provide and install GRP Counter Toping including Built in two number Kitchen Sinks (i.e. to be casted as a one unit with the GRP Counter Toping), to be from a recognized reputable manufacturer with all accessories including taps (Germany or European Country) all works as per drawing, specification and direct by Eng. M2 3.25

5.0 Provide and install GRP Counter Toping including Built in Laundry Basin (i.e. to be casted as a one unit with the GRP Counter Toping), to be from a recognized reputable manufacturer with all accessories including taps (Germany or European Country) all works as per drawing, specification and direct by Eng. M2 8.5

6.0 Provide and install floor drain from a recognized reputable manufacturer all works as per drawing, specification and direct by Eng. No. 8

13


ITB/KRT/GF/14/001

Bill No. (4): Mechanical Works (Continued) Item No. Description Unit Qty. Unit Rate

Amount

7.0 Provide and lay horizontal & Fix Vertical UPVC pipes (6 bars) (∅100 mm) from a recognized reputable manufacturer with all fittings and to be laid according to specifications. Rate shall include excavation and backfill and all necessary works related all works as per drawing, specification and direct by Eng. ML 77

8.0 Provide and lay Water Drain Spout of UPVC pipes (6 bars) (∅75 mm) from a recognized reputable manufacturer with all fittings and to be laid according to specifications. Rate shall include all necessary works related all works as per drawing, specification and direct by Eng. ML 22

9.0 Provide and lay horizontal & Fix Vertical UPVC pipes (6 bars) (∅50 mm) from a recognized reputable manufacturer with all fittings and to be laid according to specifications. Rate shall include excavation and backfill and all necessary works related all works as per drawing, specification and direct by Eng. ML 33

10.0 Provide materials and construct one Brick wall manholes of Size 45.0X45.0 cm with invert levels as specified in drawings. Provide heavy duty cover for manhole. Rate shall include Excavation, Backfilling, Brickworks, Plastering & Waterproofing Works as per drawing, specification and direct by Eng. No. 9



13.0 Provide materials and construct one Brick wall gully trap (30x30) cm. Rate shall include Excavation, Backfilling, Brickworks, Plastering, & Waterproofing & Heavy duty Cover all works as per drawing, specification and direct by Eng.

No. 14 14.0 Provide and erect water supply pipes PPR (∅ 25 mm .)

from recognized manufacture with all fittings elbow, tee, valve, reduce all works as per drawing, specification and direct by Eng. ML 250

14


ITB/KRT/GF/14/001

Bill No. (4): Mechanical Works (Continued)

Item No. Description Unit Qty. Unit Rate Amount

15.0 Provide and erect water supply pipes PPR from (∅19 mm ) recognized manufacture with all fittings elbow, tee, valve, reduce (from low level tank to all bathroom, kitchen and high level tanks) ML 200

16.0 Provide and install (Fiber glass 6 layers, to be protected inside with Anti Algae Paint Water tanks of capacity 1000 liters with all fittings, float, non-return valves, gate valves, drain, overflow, …etc. Rate shall include the necessary supporting required and support one brick on one half brick bracket as per drawing, specification and direct by Eng.

No.

6 17.0 Provide and erect booster pumps from recognized

manufacturer Q = 1.1 L/sec, H = 15m, H.P = 1.0, with all fittings, non-return valves, gate valves, …etc. Rate shall include the necessary supporting required & Safety cage all works as per drawing, specification and direct by Eng.

No.

2

18.0 Provide fix in position low level GRP-Water Tank of capacity 6000 liter. Rate shall include provide all material R.C. Concrete base, pipe, fittings…etc. as per drawing, specification and direct by Eng. No 1

19.0 Provide and fix on the top of 1½ brick wall at grade level strip of Bitumen membrane 4mm thick. Rate shall include all material required e.g. adhesive and the like as per drawing, specification and direct by Eng. ML 495

20.0 Provide material and fix in Bathrooms & Kitchen Floor and 20cm high skirting in wall 4 mm thick torch applied water proofing membrane from a Reputable manufacturer. Prime coats and over laps to be according to Manufacture Instructions & Instruction of Engineer. Samples are to be submitted to the Engineer for approval prior to commencement of work. Rate shall include for applying geotextile sheet of (120gm/m2) for Membrane Protection as per drawing, specification and direct by Eng.

M2

122 21.0 Provide material and fix in concrete Roof and 20cm high

skirting in Parapet walls 4 mm thick torch applied water proofing membrane from a Reputable manufacturer. Prime coats and over laps to be according to Manufacture Instructions & Instruction of Engineer. Samples are to be submitted to the Engineer for approval prior to commencement of work. Rate shall include for applying geotextile sheet of (120gm/m2) for Membrane Protection as per drawing, specification and direct by Eng..

M2

149

15


ITB/KRT/GF/14/001

Bill No. (4): Mechanical Works (Continued) Item No. Description Unit Qty. Unit Rate

Amount

22.0 Supply & Apply 50 mm minimum thickness foam

Concrete with dry density 700 kg/cm2 to Slope (1:100) leading to fall. Finished surface to be smooth. as per Drawings, Specifications and to Satisfaction of the Engineer

M2

149 23.0 Excavation effluent soak-away well internal diameter of

1.5m, (net after one brick wall) from ground level to end depth (min 7.0m). Complete with stringer beam, cover slab and H.D. Cast iron frame, cover and one brick thick wall with mix 1:6 C/S MORTAR Mortar, plastered with C/S MORTAR Mortar 1:6 and wall to be insulated with water proof Paint. The lower 2.0 m depth to be filled with broken red bricks All complete to satisfaction of Eng. Job 1

24.0 Aqua Privy Provide all materials and build in position R.C. grade 25 aqua privy outer dimension on plan (3x2.7m average depth of 2.0 m) Rate shall include Excavation, cart away of Excavation Materials, all materials such as cement, gravel, sand reinforcement T12, common red brick, UPVC Pipe, tee, water proof, water stop and two cast iron cover All works Completely as per drawing, specification and direct by Eng. No 5

25.0 Ditto ditto but Aqua Privy outer dimension on plan 2.20 x2.15m average depth of 2.0 m No 1

Total of Bill No. (4) Carried to Summary for Mechanical Works

16


ITB/KRT/GF/14/001

Bills of Quantities for Electrical Works

Bill No. (5): Electrical Works All Prices of items shall include Supplying, Installing, Connecting and testing unless otherwise indicated, the Contractor is required to have approved full coordinated workshop drawings before starting contract activities, the price shall also include all such works. The Contractor should install, construct & erect all works according to drawings, specifications & Instructions of the Engineer. The Workmanship and Material to be used shall, unless otherwise Specified, comply with the Latest Editions of the Requirements, Standards, Regulations, Recommendations, Code of Practice (BS, ASTM & Equivalent), and Amendments thereof. Item No.


Amount

1

Rates shall include but not limited to supply of all materials , equipments tools, testing commissioning and the installation workmanship as per the drawings and specifications and directions of the Engineer

2 Supply and install and operate Main Distribution Board English made or equivalent, complete installation, including for all connections, earthing, painting, testing and similar of One Three phase main panel board with connections from the mains including meter, cut‐off fuse, the capacitors measuring meters (Voltmeter and Ammeter) indicating lamps, the protection required for the measuring meters, various bus bars , terminal blocks and all accessories required One Electricity Meter The size of the board is suitable for all components and accessories with spare space of30%. Sample is to be provided for Engineer’s approval. before commencement of work No 1

3 Supply & install distribution panel .100A , including Erection, Testing & Commissioning , compartmentalized 18 way MCBDB Double door type, IP 42 powder coated comprising of "C" curve MCB's for LIGHTING / cum POWER DB. Including support clamps & angles frames as required. as per drawings & specifications

No

2

4 Ditto, but 9 way No 2

5 Ditto, but 6 way No 2

6 35mm2 armed for Core P.V.C Cable from Supply to M.D.B ML 33

7 16 mm2 armed for Core P.V.C Cable from M.D.B to S.D.B ML 193.5

8 Provide all materials and lay in position as per drawings & specifications a complete 2X4 feats fluorescent lamps with cover & Switch

No 60 9 Provide all materials and lay in position a complete ceiling

lamps (2*60w,Ceiling Mounted, Round) with switch No 32

17


ITB/KRT/GF/14/001

Bill No. (5): Electrical Works (continued) Item

No. Description

Unit Qty. Unit Rate

Amount

10 Provide all materials and lay in position as per drawings &

specifications 4X2 feats fluorescent lamps 60X60 with Reflectors with switch No 68

11 Provide all materials and lay in position 13 Amps Sockets No 80

12 Provide all materials and lay in position 150/140cm Ceiling Fan No 18

13 Provide all materials and lay in position 8 inches exhaust fan, Rate shall include Wood sub-frame of 20mm thick. No 20

Total of Bill No. (5) carried to Summary of Electrical Works

18


ITB/KRT/GF/14/001

Summary of Works - Al Fasher Female Student Dormitory

Bill No. Description Amount

1 Preliminaries

2 Structural Works

3 Architectural Works

4 Mechanical Works

5 Electrical Works

Total

1

Al Genina AHS Student Shelter

ITB/KRT/GF/14/001


Bill No. (1): Student Shelter Works

All Prices of items shall include Supplying, Installing, Connecting and testing unless otherwise indicated, the Contractor is required to have approved full coordinated workshop drawings before starting contract activities and the price shall also include all such works.

The Contractor should install, construct & erect all works according to drawings, specifications & Instructions of the Engineer.

The Workmanship and Material to be used shall, unless otherwise Specified, comply with the Latest Editions of the Requirements, Standards, Regulations, Recommendations, Code of Practice (BS, ASTM & Equivalent), and Amendments thereof.

Item No.

Description Unit Qty. Rate Amount

1.0 Mobilization & Demobilization L.SUM 1

2.0 Temporary Works Submit Shop-Drawings for approval and provide the following Facilities during the entire Construction period up to the Time of Substantial Completion:

- Lighting & Electric Supply - Water Supply - Sanitary Facilities - Temporary Boundaries, Enclosures, Fencing &

Site Protection. - Site Office/Accommodation for the Engineer

and to be cleared away on completion of project.

L.SUM

1

3.0 Site Works, Clearance & Dismantle Works

(Contractor must visit the site and has to arrange protection for Water Mains, Electrical Cables, Sewers or any other Services crossing or passing by Project Site) and Cart away debris to approval Municipality Areas and leave the Site clean and ready for building operations, to the satisfaction of the Engineer.

All Salvaged items (from Dismantle of Local Shelter) to be carefully sorted, arranged, stacked & handed over to the AHS Authorities.

Waste should be carted away from Site.

3.1 Carefully dismantle from position existing shelter as per drawing shown, specification and directed by Eng.

Job

1

2


ITB/KRT/GF/14/001

Bill No. (1): Student Shelter Works (continued)

Item No.


All works, covered by this Bill, shall be according to the drawings, specifications and instructions of the Engineer and to his Satisfaction.

4.0 Setting out, Excavation & Backfilling

4.1 Setting-out, Rate shall include all necessary equipment, tools for making Batter board and workmanship needed to carry out setting out of Isolating Footings Foundations (Batter board Not remove until building reach G.B.

Job

1

4.2 Excavation & Removal of Debris (Provisional) rate shall include, digging and shoring and bracing necessary to protect existing building street wall ways utilities and other improvement and excavation against loss of ground and cart material away to Approved Municipality Locations. Excavate for isolated footing truss columns to bearing level, as per drawing, Specification and Instruction of Eng.

M3

100

4.3 Provide lay and compact selected soil in layers of thickness 200mm compacted to a min. of 95% of max. dry density as per specifications.

4.3.1 Backfilling around foundation (compacted) M3 75

4.3.2 Ditto ditto for floor leveling (compacted) M3 87.5

5.0 Concrete Works

5.1 Provide, mix and lay in position plain concrete Grade 15 (as per drawings). Cost shall include all materials, form work, labour, sampling, testing, mix. Design, curing…etc. Under isolated footing (100mm thick)

M3

4.5

5.2 Reinforced Concrete

Provide all material rod reinforcement high to tensile grad 46 including bend cut and binding wire 1.5mm , mix and lay in position concrete [as per drawings, Specification and instructions of Eng (Grade 25)]. Cost shall include all materials, form work, labour, sampling, testing, mix, design, curing…etc.

Provide all materials mix and cast in position (as per drawings,) R.C. Grade 25 & Grade 30 the following:

5.2.1 Footing F1 size 800x1400m (Grade 25) M3 9

5.2.2 Ditto ditto, but in Footing F2 size 700x1200m (Grade 25) M3 2.5

3


ITB/KRT/GF/14/001


Item No.

Description Unit Qty. Rate (SD)

Amount (SD)

5.2.3 Ditto ditto, but in Short Columns (Grade 30) M3 4.5

5.2.4 Ditto ditto, but in Grade beam 300x400mm (Grade 25) M3 13

5.2.5 Ditto, but in Wall Concrete coping 300x80/50mm (Grade 25) ML 36

6.0 Brickwork

Provide & Build ordinary red, burned bricks in cement/sand mortar (1:6) and include curing for three days for one brick or more, (1:4) for half brick, details to be prepared by contractor for approval. All works are to be as per drawing, Specification and instructions of Eng and to the satisfaction of the Engineer.

6.1 One brick around Grade Beam Internal & External M2 115

6.2 Ditto, but for shelter wall and gable ends walls M2 172.5

6.3 Ditto, but in wall above parapet level in Lect. Hall No. (2) M2 17

7.0 Plaster Works

Provide & Apply 20mm thick cement/sand plaster (1:6) including all necessary angle beads, grooves, metal lath, and special treatment at joints, change of directions and between concrete and brick surfaces etc, application can be by machines. Rates shall include narrow widths and windows and doors jambs. Opening shall be deducted. All as specified and to the satisfaction of the Engineer.

7.1 Shelter Walls, gable ends and wall above parapet level in Lecture Hall No.(2)

M2

230

7.2 Ditto, but in narrow widths. M2 23

8.0 Paint Works

Provide & Apply Prime coat, putty and two coats of plastic emulsion paint to be finished with Mat oil paint for internal walls. For external plastered surface 3 coats of emulsion paint textured finish to be applied by compressor, gun and rollers. Rates to include for all works as specified and complete in every respect to the satisfaction of the Engineer.

8.1 Rate shall include materials labour

Provide material and apply to shelter walls, gable ends one prime coat and two finishing coats of emulsion paint textured finish. complying with BS or European equivalent colour to be decided by Engineer.

M2

253

4


ITB/KRT/GF/14/001


Item No.


9.0 Pavior & Tiles Works

Provide & Fix Interlock Tiles size 8cm & Curbstone size 60x12cm according to Drawings, Specifications and Instructions of the Engineer.

Rates to include all materials and labour for cutting and bedding and fixing curbstone in concrete (1:3: 6), source from reputable manufacture, size and color to be approved by the Engineer, all complete as per Drawings & Specifications. Samples to be submitted for approval of the Engineer with the necessary documents prior to Commencement of work.

9.1 Provide and fix in position interlock tiles in shelter floor as per drawing, specification and direct by Eng.

M2

99

9.2 Provide and fix Interlock in external area surround shelter and Lecture Halls No. (1) & (2) as per drawing, specification and direct by Eng.

M2

77

9.3 Provide and fix in position curbstone as per drawing, specification and direct by Eng. ML 66

9.4 Provide and build in position rain water trench

Rate shall include excavation, plain concrete, reinforcement concrete, steel grating, water proof completely as per drawings, specs & Instructions of Eng. ML 9

5


ITB/KRT/GF/14/001


Item No.


10.0 Structural Steel Work

Rates shall include detailed Shop-Drawing material, cutting, welding, labour, erect, delivered to Site …etc and painting by anti rust red oxide paint before fixing and final paint

10.1 Provide materials and assemble in position Steel I-Section Truss of 8.8 span consisting of the following members

Steel columns IPN160 17.9kg/ml of length 3.5m fixed to the substructure by means of anchor bolts and 10mm thick steel base plate Anchor bolts M20L-350m should be true to line and plumbs so as not to cause misalignment in the steel super structure. This job should be carried out by using a high precision level and suitable theodlite. 30x30x100mm. base plate each with 4 No Ø20mm HD steel bolts. IPN 160x74-17.9kg/m rafter of length 4.725m /each, 65x65x6mm double angles ties of length 3m all complete with 10.0 mm thick quest plate 150mm long 65x65x6.0 mm angle cleats welded to top flange (as per drawing and Specification) rate shall include paint with red oxide and final paint. All works to be according to drawing, specification, Eng. Instructions and to the satisfaction of Eng.

Note: (For the Truss Members-i.e. col., rafter,..etc- the welding within the same member is not permit).

No

9

10.2 Provide and fix in position Eve Beam IPN 160x74x7.9 kg/Ml sides to IPN stanchions as side wind bracing rate shall include paint with red oxide and final paint all as per drawing, specification and direct by Eng.

ML

70

10.3 Supply, erect 65x65x6 steel purlins rest on 65x65x6 cleat, tighten bolt and washer nut very well rate shall include paint with red oxide and final paint as per drawing, specification and direct by Eng.

ML

385

10.4 Roof Wind Bracings

Provide materials and fix in position 2 angle 65x65x6mm of length 5m/each bracing (as per drawing) complete with paint red oxide and final paint as per drawing, specification and direct by Eng.

ML

88

6


ITB/KRT/GF/14/001

Bill No. (1): Student Shelter Works (continued) Item No.

Description Unit Qty.

Rate Amount

10.5 Supply and fix against purlins galvanized Trapezoidal Profile Roof Sheet 0.5mm thickness with hook bolts 8mm, washer and nuts. One corrugation side lap and 30cm end lap according to drawing, Specification and direct of Eng.

M2

242

10.6 Supply fabricate and galvanized Trapezoidal Profile 0.5mm thick sheet ridge capping of width 2m as per drawing, specification and direct by Eng.

ML

27.5

10.7 Provide and fix in position 85cm fascia with 65x65x6mm angle as per drawing cover with galvanized Trapezoidal Profile Roof Sheet 0.5mm thick rate shall include All Material required (E.g. Angles, plates, Bolts, Welding ..etc. all steel elements to be paint with red oxide and final paint as per drawing, specification and direct by Eng.

M2

49.5

10.7 Provide materials H.L.W size 40x120 with steel box Sections 80x40x1.5 & 60x30x1.5 with expanded Metal rate shall include paint with red oxide and final paint as per drawing, specification and direct by Eng.

No

6

11.0 Electrical Works Rates shall include but not limited to supply of all materials ,equipments tools, testing commissioning and the installation workmanship as per the drawings, specifications and directions of the Engineer

11.1 Supply and install and operate Main Distribution Board English made or equivalent, complete installation, including for all connections, earthing, painting, testing and similar of One Three phase main panel board with connections from the mains including meter, cutoff fuse, the capacitors measuring meters (Voltmeter and Ammeter) indicating lamps, the protection required for the measuring meters, various bus bars , terminal blocks and all accessories required One Electricity Meter The size of the board is suitable for all components and accessories with spare space of30%. For Shelter & Class Room.

Sample is to be provided for Engineer’s approval. before commencement of work

No

1

7


ITB/KRT/GF/14/001


Item No.


11.2 Supply & install distribution panel .110A , including Erection, Testing & Commissioning , compartmentalized 18 way MCBDB Double door type, IP 42 powder coated comprising of "C" curve MCB's for LIGHTING / cum POWER DB. Including support clamps & angles frames as required. as per drawings & specifications. For Shelter & Lecture Halls No

1

11.3 16mm2 armed 4 core P.V.C Cable from supply to M.D.B ML 33

11.4 10mm2 armed 4 core P.V.C Cable from M.D.B to S.D.B ML 5.5

11.5 Provide all materials and lay in position as per drawings & specifications 2X4 feats fluorescent lamps with cover & switch

No

12

11.6 Provide all materials and lay in position 13 Amps Sockets

No

10

11.7 Provide all materials and lay in position 150/140cm Ceiling Fan & Fan Regulator

No

4

Total of Bill No. (1)

8


ITB/KRT/GF/14/001


Bill No. (2): Maintenance Works- Lecture Hall No. (2)

All Prices of items shall include Supplying, Installing, Connecting and testing unless otherwise indicated, the Contractor is required to have approved full coordinated workshop drawings before starting contract activities, the price shall also include all such works.



Item No.


Amount

1.0 False Ceiling

Provide & Fix Gypsum tile (60X60)cm false ceiling in accordance to the manufacturer’s instructions and with respect to locations and heights of ceiling to suite other services i.e. laminar, switches, ...etc. Samples to be submitted for Engineer's approval. Rates to include for Remove of Existing False ceiling and all work as specified, all to the satisfaction of the Engineer. M2

66

2.0 Paint Works

Provide & Apply prime coat, putty and two coats of plastic emulsion paint to be finished with Mat oil paint for internal walls. For external plastered surfaces 3 coats of emulsion paint textured finish to be applied by compressor, gun and rollers. Rates to include for Repair of all Cracks and to make good, and to include all works as specified and complete in every respect to the satisfaction of the Engineer.

2.1 On Internal Walls M2 121

2.2 Ditto but for Narrow Width M2 11

2.2 On External Walls M2 137.5

2.3 Oil Paint For Door No. 1

2.4 Oil Paint For Windows No. 6

//

9


ITB/KRT/GF/14/001

Bill No. (2): Maintenance Works- Lecture Hall No. (2) (continued)


Unit Rate

Amount

3.0 Electrical Works

Rates shall include but not limited to supply of all materials ,equipments tools, testing commissioning and the installation workmanship as per the drawings, specifications and directions of the Engineer

3.1 Provide all materials and lay in position as per drawings & specifications 4X2 feats fluorescent lamps 60X60 with Reflectors with switch

No.

6

3.2 Provide all materials and lay in position 13 Amps Sockets

No.

4

3.3 Provide all materials and lay in position 150/140cm Ceiling Fan & Fan Regulator

No.

2


10


ITB/KRT/GF/14/001


Bill No. (3): Maintenance Works- Lecture Hall No. (1) All Prices of items shall include Supplying, Installing, Connecting and testing unless otherwise indicated, the Contractor is required to have approved full coordinated workshop drawings before starting contract activities, the price shall also include all such works.



Item No.


Amount

1.0 Paint Works

Provide & Apply prime coat, putty and two coats of plastic emulsion paint to be finished with Mat oil paint for internal walls. For external plastered surfaces 3 coats of emulsion paint textured finish to be applied by compressor, gun and rollers. Rates to include for Repair of all Cracks and to make good all works as specified and complete in every respect to the satisfaction of the Engineer.

2.1 On Internal Walls (Optional) M2 44

2.2 Ditto ditto but for Narrow Width (Optional) M2 11

2.2 On External Walls M2 138

2.3 Oil Paint For Door No. 1

2.4 Oil Paint For Windows No. 6

3.0 Electrical Works (Optional)

3.1 Rates shall include but not limited to supply of all materials ,equipments tools, testing commissioning and the installation workmanship as per the drawings, specifications and directions of the Engineer

3.2 Provide all materials and lay in position as per drawings & specifications 4x2 feats fluorescent lamps 60X60 with Reflectors with switch (Optional)

No.

6

3.3 Provide all materials and lay in position 13 Amps Sockets (Optional)

No.

4

3.4 Provide all materials and lay in position 150/140cm Ceiling Fan & Switch (Optional)

No.

2


11


ITB/KRT/GF/14/001

Summary of Works - Al Genina AHS Student Shelter

Bill No.

Description Amount

1 Total of Student Shelter Works

2 Total of Maintenance Works for Lecture Hall No. (2)

3 Total of Maintenance Works for Lecture Hall No. (1)

Total

Documents

Kusti Academic of Health Sciences New Halls Complex ...intra.sd.undp.org/bids/doc/1211.pdf · Kusti Academic of Health Sciences New Halls Complex Project ... the price shall also