lot 3-bills of quantity ( excel) - undp | procurement notices

Lot 3 Construction of Blood Bank at Malakal Hospital Pages 1/40

Currency Amount

US$.

A MAIN SUMMARY

A.1 Bill No.1- Preliminaries 1 Item

A.2 Bill No.2- Main Building 1 Item

A.3 Bill No.3-Toilet 1 Item

A.4 Bill No.3-Water Supply 1 Item

Total Main Summary

Contingency 5%

GRAND TOTAL

Item Description Qty Unit

SOUTH SUDAN-Health Systems Strengthening Round

UPPER NILE STATE

LOT 3:BILLS OF QUANTITY FOR CONSTRUCTION OF BLOOD BANK AT MALAKAL HOSPITAL

Main Summary -Lot 3 Construction of Blood Bank at Malakal Hospital


SOUTH SUDAN -Health Systems Strengthening Round 9 LOT 3:BILL 1-BILLS OF QUANTITY FOR CONSTRUCTION OF BLOOD BANK AT MALAKAL HOSPITAL

Rate Amount

A Bill No : 01 - PRELIMINARIES

A.1The contractor shall provide and maintain temporary sheds for the storage of materials, tools, and tackle and the use of all persons employed on the Site. Those used for the storage of cement and other perishable materials and the like are to be weatherproofed at all times 1 Item

A.2 Provide, maintain and keep in a clean condition adequate temporary sanitary accommodation and facilities in accordance with local regulations for all persons employed on the Works. 1 Item

A.3 Allow for supplying temporary electricity for the Works and facilities of the contractor including 'connection, distribution system for the work, internal arrangements and all payment to the authorities for connections. It is the responsibility of the Contractor to ensure steady and uninterrupted power supply to Works. The Contractor shall not be entitled to claim and the Employer shall not pay cost incurred by the Contractor for using electric power generators or for using other alternative power supply method in case there happened to be disruptions to normal power supply due to any reason.

1 Item

A.4 Allow for provision of water for the works including drinking water, and paying all charges and other expenses in connection with the supply from water mains or any other alternative method of water supply, storage and distribution. It is the sole responsibility of the contractor to ensure steady, uninterrupted adequate supply of water required for main contract and nominated sub contract work.

1 Item

A.5 Allow for providing and maintenance of name board and advertising board to the specifications and as directed by the Engineer.

1 Item

A.6 Allow for mobilization i.e plant, machinery, other equipments including his work force etc to the site 1 Item

A.7 Allow for any other item necessary for the proper execution of the works and not listed in the items above ( Please Provide a detailed List below) 1 Item

Total Main Summary

TOTAL BILL NUMBER 1

UPPER NILE STATE

Item Description Qty Unit

Lot 3 Construction of Blood Bank at Malakal Hospital


CONTENTS

A Preliminaries - Refer Bill No. 01

B Excavation & Earthwork

C Concrete Work

D Masonry Work

E Thermal and Mositure Protection

F Structural Metal Work

G Roof Covering, Roof Ceiling & Roof Drainage

H Metal Work

J Wood Work - Doors & Windows

K Floor Wall & Ceiling Finishes

L Painting Work

M Electrical Installation

N Provisional Sums

SOUTH SUDAN-Health Systems Strengthening Round LOT 3:BILL 2-BILLS OF QUANTITY FOR CONSTRUCTION O F BLOOD BANK AT MALAKAL HOSPITAL

UPPER NILE STATE



Amount Amount Amount

US$ ( Per SQ.M ) %

Bill No. 02


B Excavation and Earth Work

C Concrete Work

D Masonry Work

E Thermal and Moisture Protection

F Structural Metal Works

G Roof Covering, Roof Ceiling & Roof Drainage

H Wood Work - Doors & Windows

J Floor, Wall & Ceiling Finishes

K Painting Work

L Water supply, Sewarege and Plumbing works


N Provisional Sums

-

Total Gross Floor Area (m²) 420

Price per SQ. m -

Price per SQ. ft

Summary of Bill Carried to Grand Summary

SOUTH SUDAN-Health Systems Strengthening Round Lot 3:Bill 2-Bill of Quantities for Construction o f Blood Bank in Malakal Hospital

Upper Nile State

SUMMARY

Item Description



Item Description Qty Unit Rate Amount

B EXCAVATIONS AND EARTHWORKS

Unless other wise stated, Rate shall include for a) back filling with selected excavated material & consolidating. Surface treatment; compaction before filling / foundation. b) disposal of surplus soil as directed & keeping all excavations free from water unless other wise measured separately. c) any additional excavation for working space.

Excavation & Earthwork Supports

B.1 Clearing and preparation of the site including cutting down and removal of top soil up to a depth of 150mm and disposed off as directed. 570 m²

B.2 Excavation of trenches for wall foundations up to 1.5m deep in any material except rock requiring blasting and removal of surplus as directed.

255 m³B.2a Ditto: Columns bases 4.00 m³

B.3 Filling & Back filling

B.4 Filling around and under strip foundations with approved quality imported material: ram and compact well 153 m³

B.5 Filling under floors with 150mm thick gravel or other approved quality imported filling material, 150mm thick well compacted hardcore and 50mm thick sand blind. Spreading, watering and well ramming in

70 m³

B.6 Anti - termite treatment to fillings and tops of foundations: as " Aldrex" or equal and approved insecticide treatment: applied in accordance with the manufacturer's printed instructions : include for 10 years warranty period. 448 m²

B Excavation and Earth Works To Summary

SOUTH SUDAN-Health Systems Strengthening Round Lot 3:Bill 2-Bill of Quantities for Construction of Blood Bank in Malakal HospitalUPPER NILE STATE



C CONCRETE WORKS

a Rate shall include for form work depositing, handling, hoisting into position, vibrating, curing etc. and making good after removal of formwork etc.

Note

b Reinforcements are paid separately unless otherwise specified in the item Note

c Rate shall include for supplying and laying of gauge 1000 polythene on ground, where concrete is in direct contact with ground, before pouring concrete unless other wise measured separately. Note

In Situ Concrete

C.1 Supplying and placing of Gr.20 concrete as specified to foundation footings 34 m³

C.1a Ditto: 100mm thick floor beds,and 2m wide splash appron 35 m³

C.2 Supplying and placing of concrete Gr.25/20 to foundation footings 30 m³

C.3 ditto for 65 Stiffener columns & footings 15 m³C.3a Ditto: in ground beams 11 m³C.3b Ditto: for roof Tie beams 11 m³

Formwork as specified : to

C.4 Vertical edges of footings 60 m²C.4a Ditto: for stiffener columns 30 m²C.4b Ditto: for ground beams 98 m²C.4c Ditto: for roof tie beams 120 m²C.4d Ditto: for edges of floor beds 60 m²

Reinforcement

Rate to include for supplying, cleaning, cutting, bending, fabricating, placing and the provision of all necessary temporary fixings and supports etc. including binding wires, bends, hooks, tying wires, chairs, distance blocks, steel separators/spacers

Tor steel reinforcement (to BS 4449 and

characteristic strength fy = 460N/mm2) and Mild steel reinforcement ( to BS 4449 and characteristic

strength fy = 250N/mm2)

C.5 R8 mild steel reinforcement bars 1850 KgC.6 High yield reinforcement bars ( T12) 4170 KgC.7 Supplying & laying A142 BRC net for ground floor

slab: include laps and waste 290 m²

Page Total to collection



Lintel

C.8 Lintel size 250 x 230 mm in cross section: complete with 4 T12 bars and R8 bars at 300mm centres : include all required formwork 320 m

C.8 Lintel size 250 x 150 mm in cross section: complete with 4 T12 bars and R6 bars at 100mm centres : include all required formwork m

Concrete Sundries ( Provisional)

C.9 20mm Thick expansion joint as "flexcell", "styrofoam or equal and approved expansion joint: embedd in concrete beds : 150mm wide m²

C.10 20 x 10mm deep expansion joint sealant m


COLLECTION

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Page-3

C Concrete Works To Summary

D MASONRY WORKS

Rate shall include for lifting, handling, weighting all rough and fair cutting, plumbing angles, normal straight cutting, forming rebated reveals and raking out joints for plastering. Note

Masonry Work

Up to DPC level

D.1 Solid concrete block walls in cement sand (1:5) mortar in steps item

D.2 230 mm Thick solid concrete block walls in cement sand (1:5) mortar in foundations 424 m²

Concrete block work



D.3 230mm thick walls in standard precast hollow cement blocks in 1:5 cement sand mortar for wall. 850 m²

D.3a Ditto: 150mm Thick walls for toiltets and work top 11 m²

D Masonry Work To Summary

E THERMAL AND MOISTURE PROTECTION

Damp Proof Course

E.1 Horizontal damp proof course: bituminous: laid horizontally on screeded 20 mm thick (1:3) screeded beds to receive block walls. 58 m²

Damp proof membrane

E.2 Horizontal damp proof membrane :1000 gauge polythene membrane: laid on compacted fillings (measured separately ) in ground floor beds. ( The rate shall include for laps & wastage). 345 m²

E Thermal and Moisture Protection To Summary

F STRUCTURAL METALWORKS

Definitions

“Welding” is deemed to be in accordance with the specification and for the material to which it is to be used. Gusset plates, shoe plates, ends, caps, cleats, brackets, stiffeners, bolts, etc., have been included to the rate of the associated steel work i NoteNote :a] For the description of materials and workmanship refer "Specification of works", "preambles" and "Drawings". Note

b] Rate shall include for Note

b.1] All shop fabrication work, marking, delivery, unloading, hoisting, erecting and fixing as per detail drawings. Note

b.2] All welds are 6mm thick fillet weld & allowance for rolling margin. Note

b.3] The weight of weld metal in welded constructions. Note



b.4] Members of any length. Note

b.5] Cutting to size and shape and joints in the running length. Note

b.6] Grinding to a smooth finish, unless otherwise required. Note

b.7] Machine drilled bolt, holes, bolts, nuts and washers, cleats, shoe and gusset plates and all other connections. Noteb.8] After fabrication wire brushed to clean the all steel surfaces and spray painted with two coats of quick drying metal primer zinc phosphate & two coats of matt anti corrosive with necessary accessories.

Note

Fabricating and erecting framed structures

F.1 Roof truss spanning 12000mm wide, consisting of 2/50x50x6mm equal angle iron members welded to gusset plate. Rate shall include for painting as specified.

30 NoF.2 Roof truss spanning 7960mm wide, consisting of

2/50x50x6mm equal angle iron members welded to gusset plate with all necessary accessories. Rate shall include for painting as specified. No

F.3 Roof truss spanning 10160mm wide, consisting of 2/50x50x6mm equal angle iron members welded to gusset plate all necessary accessories of fixing in place. Rate shall include for painting as specified.

6 NoPurlins

F.4 Supplying & fixing of Zed purlins, 100 x 50 x 2mm: welded to roof trusses ( measured separately )at 900mm centres: complete with all the required paint works and all necessary supports 580 m

F.5 Allow sum for any other item required for the construction and completion of the roof framework, which are not covered under the above items.

1 Item

F Structural Metal Works To Summary

G ROOF COVERINGS, CEILING AND PLUMBING

Rate shall include; Note

a.01 All, rivets, nails, clips, strips and delivering and fixing in position. Note

a.02 All timber shall apply Priming backs & applying two coats of an approved wood preservative before fixing.

Note



a.03 All timber including plywood sheets shall have Final Finish; Two coat of wood preservative, two coats of primer, two coats of wood sheen spray paint.

Note

a.04 Roof plumbing shall be measured & grouped separately; Note

Roof Covering

G.1 Supplying & fixing of gauge 28 pre-painted IT4 profiled roofing sheets of approved colour: fixed with J-bolts to 100 x 50 x 2mm zed purlins ( measured separately) and rubber caping to tops of bolts 530 m²

Ridges

G.2 Supplying & fixing Gauge 28 prepainted ridge cap; 650mm girth (average ) in position complete with all necessary roofing screws or hooks as required. 52 m

G.3 Supplying & fixing Gauge 28 prepainted valleys; 650mm girth (average ) in position complete with all necessary roofing screws or hooks as required. 52 m

Valance / Barge Board

G.4 25x225mm high timber valance board / barge board fixed to edges of rafters including necessary fittings screws and nails etc.: including wood preservative and painting 152 m

G.5 Supplying & fixing of PVC square eave gutters of cross section 200mm x 200mm or as specified, including all necessary accessories. 152 m

G.6 Supplying & fixing of 110 dia PVC rain water down pipes with metal straps to concrete block work at 1000mm centres vertically 220 m

G Roof Covering ,Roof Ceiling & Roof Plumbing To Summary

H DOORS AND WINDOWS

a The work shall include supply, fabricate and installation of doors, windows, made out of approved quality timber Jak or equivalent to be finish as per the respective specification & drawings.

Note

b Doors & Windows frame sections to be of,b.01 Outer frame & Inner frame - 75mm x 100mm minimum -

Finish Size, unless otherwise stated. Note



b.02 The contractor shall submit shop drawings for the approval of the Architect & Engineer, prior to fabrication. Note

b.03 The contractor shall refer to all relevant specifications and drawings prior to pricing and it shall be his responsibility to complete the said works to the entire satisfaction of the Engineer at no additional cost.

Note

b.04 All samples shall be provided for Engineer's approval prior to purchase of material. Note

b.05 Where swing doors has been specified prices shall include for provisions of floor hinges. Note

c Rates shall include;

c.01 Hoisting and fixing in position, drilling and making good. Note

c.02 Brass Nails, Brass screws, glue, rawl plugs etc,. Note

c.03 Framing together all work in accordance with the best practices. Note

c.04 Priming backs & applying two coats of an approved wood preservative before fixing. Note

c.05 Final Finish; Two coat of wood preservative, two coats of primer, two coats of wood sheen spray paint.

Note

c.06 Rate to include for providing sundry items related to the door & windows like Glass blocks etc.. where necessary as a Architectural Feature to the door or window.

Note

c.07 Rate shall include for 5mm thick clear float glass/ wired glass /tinted glass /translucent glass as appropriate to suit the respective doors and windows as shown in the drawings. Note

c.08 Rate shall include for ply wood sheets of approved colour with melamine coat on both sides where necessary.

Note

c.09 Rates shall include for fixing timber frame, door sash / window casement brass fixing screws, lock sets with 3 keys manufactured in Europe to be used on all doors.

d Only 16% of moisture content is recommended for all timber. Note

e All timber shall be pressured impregnated termite proofed, seasoned, planed timber and sand papered by hand to have smooth finish and to receive paint.

Note

f Preservative Treatment

f.01 Minimum of two application of C I C wood preservative or approved equivalent. Note



f.02 Preservative treatment for back of door & door frame in contact with masonry or concrete. Note

g Sizes

g.01 The sizes given in the drawings and description of Bill of Quantities are finished sizes and subject to same permitted in the specifications. Note

g.02 The contractor shall check the measurement of openings physically at the site before fabricating the doors & windows. Note

g.03 Door / window frames are twice rebated and backed as appropriate. The sizes are as given in the detail drawing.

Note

g.04 Mullions and transoms shall be rebated or non rebated as appropriate. The sizes are as given in the detail drawing.

Note

g.05 Finished thickness of door & window sashes sash shall be 32mm and if there is any discrepancy in the sizes and detail given in the drawings and Bill of Quantities, the same given in the drawing shall prevail.

Note

h Ironmongery

h.01 All the locks shall be union / yale or approved equivalent supplied by authorized dealer appointed by the manufacturer & approved by the Architect. Note

h.02 All ironmongery shall be heavy quality brass of approved European manufacture subject to approval of the Architect, ironmongery samples should be submitted for approval. Note

j Painting / Final Finish

j.01 Unless otherwise stated all surface of timber Doors & Windows and casements and plywood door sashes shall be applied with two coat of wood preservative, two coats of primer, two coats of wood sheen spray paint.

Note




Timber DoorsH.1 32mm thick wood work double leaf door set, type D3, of

size 900x2500mm high overall, comprising of timber door frame & timber ledged, braced & battened door sash : include for all necessary door locks, iron mongery, final finish, & fixing to concrete or blockwork

21 Nos.

H.2 32mm thick wood work single sash door set, type D4, of size 800x2250mm high overall, comprising of timber door frame & timber ledged, braced & battened door sash : include for all necessary door locks, iron mongery, final finish, & fixing to concrete or blockwork

5 Nos.

Metal doors

H.3 Metal door set, type D1, of size 1800x2550mm high overall, comprising of 100mm steel channel frame fully welded and mitred at corners: infilled with 16mm diameter steel bars welded vertically to 75 x 75x 6mm angle framing at 75mm centres : include for all necessary door locks, iron mongery, final finish, & fixing to concrete or blockwork 1 Nos.

H.4 Metal door set, type D2', of size 900x2500mm high overall, comprising of 100mm steel channel frame fully welded and mitred at corners: infilled with 16mm diameter steel bars welded vertically to 75 x 75x 6mm angle framing at 75mm centres : include for all necessary door locks, iron mongery, final finish, & fixing to concrete or blockwork 2 Nos.

WindowsH.5 Window, type W1, steel, size 1500x1500mm high

overall, 02 nos. side hung glass infilled window sashes, :include for all necessary fasteners and iron mongery

23 Nos.H.6 Window, type W2, steel, size 500x900mm high overall,

01 nos. side hung glass infilled window sashes, :include for all necessary fasteners and iron mongery 5 Nos.


COLLECTION

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Page -10

H Doors & Windows To Summary



J FLOOR, WALL AND CEILING FINISHES

a The contractor is advised to refer to the specification prior to pricing of this section of work Note

b The rate shall include for all temporary rules, screeds, grounds etc. for raking out joints of new brick work or hacking new concrete for key, internal & curved angles, joints between different surfaces arises quirks, inter sections between curved or irregular Note

c All samples shall be provided for approval by the Engineer prior to purchase of materials. Note

Wall Finishes

J.1 20mm thick cement & sand (1:5) plaster finished semi rough with wood float on external faces, on blockwalls or concrete surfaces 614 m²

J.2 12mm thick cement lime sand (1:1:5) plaster finished smooth with lime putty or approved equivalent on internal faces, on blockwalls or concrete surfaces. 1225 m²

Floor finishes

J.3 20mm. thick cement and sand 1:3 screed finished smooth with coloured cement floating. 290 m²

J.3a 500mm x 500mm porcelain floor tiles for toillet , Laboratory and work tops inclusive skirting 320 m²

J.3b 200mm x 300mm ceramic floor and wall tiles for toillet , Laboratory and work tops 20 m²

Plinth Plaster

J.4 20mm. thick cement and sand 1:3 plinth plaster finished smooth with coloured cement floating. 190 m²

Ceiling Finishes

J.5 50 x 50 mm brandering supported on 100 x 50mm joists finished on which well approved soft board is laid 290 m²

J Floor, Wall & Ceiling Finishes To Summary

K PAINTING

a Rate shall include for preparation of surface cleaning down, smoothing, knotting, stepping etc. protection of floors and fitting, removing & replacing door and window, furniture, and cleaning windows etc.upon completion. Note

b Paint shall be from approved colour with approved manufacturer. Note



Walls

K.1 Prepare and apply one coat of primer and two coats of weather shield paint of approved colour and quality to external faces of walls 614 m²

K.2 Prepare and apply one coat of primer and two coats of vinyly silk paint of approved colour and quality to internal faces of walls 1225 m²

K.3 Ditto: Plinths 480 m²

K Painting To Summary

L WATER SUPPLY, SEWARAGE & DRAINAGE WORKS All Provisional

Plumber

a Unplasticized polyvinyl chloride (uPVC) pipes shall be used in the plumbing installation and they must confirm in every respect to the requirements of BS 4514.

Note

b All fittings and pipe specials used in the plumbing installation shall be suitable and compatible with all respects to the pipe line to which fittings and specials are fixed. Note

c All sanitary fittings & fixtures shall be American Standards or approved equivalent. Note

d Rates for plumbing work shall include for:-

d.01 Complying with the relevant British or any other standard as given under the specifications and with the regulations of the Local Authority and or any other relevant authorities. Note

d.02 Cutting and waste of pipes etc., and joining pipes. Note

d.03 All specials such as elbows, bends, tees, junctions, plugs, reducers and similar pipe fittings except for valves which will be measured separately. Note

d.04 Connecting pipes to sanitary fixtures and appliances.Note

d.05 Casing to brick walls etc. and making good all works disturbed. Note

d.06 Necessary screws, nails sockets, connection back nuts standard pipe fixing or supporting clips, saddles, brackets, holder bats, straps etc. Note



d.07 Connecting of different types of pipes. Note

d.08 Testing and disinfection after completion. Note

d.09 Excavation, backfilling, disposal of surplus soil for items which were specifically mentioned. Note

e Rates for sanitary fittings shall include for:-

e.01 Fittings such as taps, waste water outlet, internal overflows etc. and supporting brackets, incidental materials for fixing, unless otherwise measured separately. Note

e.02 Assembling, jointing together fixing components parts, and jointing to pipes including necessary coupling and for leaving perfectly clean and in perfect working order on completion. Note

e.03 Jointing and connecting of pipes to sanitary fittings.Note

e.04 Testing and commissioning of the installation. Note

e.05 Making good of the work disturbed. Note

e.06 Submitting samples for the approval of the Engineer.Note

e.07 Protecting the works. Note

f Rates for drainage work shall include for :-

f.01 Laying of pipes to falls. Note

f.02 Excavation, backfilling, disposal of surplus soil Note

f.03 All pipe specials such as bends, junctions, elbows, tees etc. Note

f.04 Connection to sides of manholes etc. Note

f.05 Providing sleeves etc., when pipes pass through walls, foundations etc. Note

f.06 Giving notices, obtaining permits, paying fees, fixing, testing and commissioning etc. Note

Cold Water Installation

Type 1000uPVC pipe with all necessary specials laid in water distribution system buried in brick walls / floor or clipped to any location where necessary.

L.1 20mm diameter. 120 m



Taps and Valves

All taps and valves should be brass "Pegler" manufactured UK or approved equivalent, finish to be chrome plated or as per detail and as approved by the Engineer. Rate to include for joints to pipe work.

L.2 20mm diameter Bib Tap 20 Nos.

L.3 20mm diameter Elbow knock taps 4 Nos.


L.3 25mm diameter gate valve. 5 Nos.

L.4 20mm diameter angle valve. 5 Nos.

L.5 25mm diameter isolation valve. Nos.

Waste and Sewage Disposal50

Type 600 uPVC pipe with all necessary specials laid for internal and external waste and sewage Disposal system buried in brick walls / floor, clipped to any location or laid through ground soil where necessary.



L.8 Fittings to 110 mm pipe work 15 Nos.


UPVC Pipe Ancillaries

UPVC ancillaries shall be as per drawing including all connections and supports.

L.9 Supplying and fixing of uPVC trapped floor clean out including PVC grating. 15 Nos.

Excavation for Pipes Works

L.10 Excavation and back fill to pipe trench for normal pipe laying areas, depth not exceeding 1.0m deep as per detail drawing. (Rate shall include for screed concrete work)

100 m

Sanitary Fittings

Rate shall include for supplying and installation of sanitary fittings with all accessories note



L.11 Supplying & fixing of squatting pan with 'S' or 'P' trap outlet approved colour, complete with and fittings , drop pipe, flexible connections and necessary water connection etc. 4 Nos.

L.11a Supplying & fixing of Wash hand basins with 'S' or 'P' trap outlet approved colour, complete with and fittings , drop pipe, flexible connections and necessary water connection etc. 12 Nos.

L.11b Supplying & fixing of Dobby Sink sixe 550mm x 350mm with 'S' or 'P' trap outlet approved colour, complete with and fittings , drop pipe, flexible connections and necessary water connection etc. 4 Nos.

L.11c Supplying & fixing of Shower with 'S' or 'P' trap outlet approved colour, complete with and fittings , drop pipe, flexible connections and necessary water connection etc.

2 Nos.

Waste & Sewer Manholes, Septic tank & Soakage pit

L.12 Construction of Septic Tank, size 2200x1200 x 2500mm internally as per drawings (rate shall include for all necessary items for the completion of spetic tank according to drawing) 1 Nos.

L.13 Valve chamber for cold water supply connection size 440x440mm internally with invert depth not exceeding 800mm including excavation and back filling, 150mm thick RCC grade 30 foundation including necessary reinforcement 100mm thick RCC walls, base, mass concrete filling with neat cement grout, and RCC covers with lifting arrangement. Inlet and outlet connections to complete the valve pit in order. 1 No

L.15 Testing & commissioning the entire installation 1 item


COLLECTION

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L Water Supply, Sewerage & Drainage Work (Plumbing) To Summary

M ELECTRICAL INSTALLATIONS



a Unless otherwise stated, Rates in Bill of Quantities shall include all necessary materials Cables, conduits, PVC sunk box, bulbs, switches etc.) and labour required to complete the electrical installation to good working order. Note

b Except where specifically stated, all costs associated with provision of all holes, openings, chases, ducts and other builders' work required for installation and make them good, shall be included in the rates.

Note

c Testing and commissioning of the electrical installation is to be carried out by the contractor and Cost of such testing and reports to be included in the rates unless otherwise mention separately. Note

d All types of fittings, materials, painting and finishes shall be approved by the Engineer prior to installation.

Note

Sub Distribution Board (SDB-1)

M.1 MCCB, MCB shall be manufactured by Merlin Gerin , F&G, Moler or equivalent & approved by the Engineer.

Supply and installation of switch gear cubicle made out of (2mm thickness) sheet steel enclosure (IP54) powder coated to the approval of the engineer.

Control panel for 40A, 3 Phase supply

01 Nos 40A , 2P RCCB01 Nos 20A , 1P MCCB02 Nos 6A , 1P MCCB03 Nos 10 A , 2P MCB01 Nos 30 A , 2P MCB

Set of Cu bus bars with neutralCu earth barPhase indicator lampsWiring & other installation cost to include supply of a maximum of 100m 4 core 16mm diamter armoured underground electric cable connection to the nearest power supply 1 Nos.

Final Circuit Wiring

Rates for final circuit wiring shall include all necessary switches, sockets, materials Cables, conduits, PVC sunk box, & junction boxes, draw wires, etc. and labour required to complete the electrical installation to good working order.




Light Point Wiring

M.2 Wiring and installation (including supply of all materials) of the light points using approved type PVC insulated PVC sheathed 1 mm² copper cable and 2.5mm² Earth cable drawn through securely fixed concealed PVC conduit.(Switches shall be ABB / Clipsal / 56 Nos.

13ASocket Outlet

M.3 Supply & installation of 13A fused shuttered switched socket outlet to comply with relevant BS standard (Clipsal, Orange, Crabtree/ Tenby/ABB or equivalent). Wiring (including supply of earth wire & all other material required ) of above socket outlet 36 Nos.

Fittings & Equipments

Light Fittings

M.4 Supply and installation of Pendent lamp fitting complete with 11 W CFL (Philips or equivalent) Lamp suitable for indoor use including all other necessary accessories like terminal block etc. (accessories - thorn / Philips or equivalent & fitting

38 Nos.

Earthing Arrangement

M.5 Supply and installation of approved type earthining system as approved by the engineer in order to keep the earth resistance below 10 ohms. The earth bar at the main distribution board should connect to the earth electrode with a 16mm2 PVC/CU cables 4 item

M.6 Testing & commissioning the entire installation 1 item


COLLECTION

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M Electrical Installation To Summary



N PROVISIONAL SUMS

a The work to be done and or materials to be provided which is covered by the following Provisional Sums form part of the Works and shall be completed within the Time for Completion for the applicable Section or Portion of the Works. Note

b Provisional Sums and the associated items for Contractor's overheads and profit set down below shall be deducted from the Contract Sum and the value of work done and/or Materials provided to which such Provisional Sums relate shall be determined as follow

Note

c In respect of those parts of the Works described below as to be carried out by the contractor, nominated supplier, nominated sub contractor under the Engineers instruction, the said value shall in each case comprise:

Note

(i) the actual amount paid or due to be paid by the Contractor to the nominated supplier or nominated Subcontractor, on the instructions of the Engineer: plus Note

(ii) in respect of the associated items for Contractor's overheads and profit set down below, an amount being a percentage rate of the actual amount paid or due to be paid as aforesaid, calculated at the rate inserted below against the applicable item.

Note

d In respect of those parts of the Works not described below as to be carried out by Nominated Supplier or Nominated Subcontractors, the Engineer shall ascertain and determine by measurement the value of work done and/or Materials provided to which the appl

Note

e Those parts of the Works covered by the following Provisional Sums are to be carried out by the Contractor, Nominated Supplier, Nominated Subcontractors or any other nominated authority , as determined by the Engineer. Note

Shop Drawings & As Built Drawings

N.1 Preparation of "Shop" drawings for the requirement of the construction 4 PS 200.00 800.00

N.2 Preparation of "As built" Drawings for the requirements of relevant authority or as directed by the Engineer. 4 PS 200.00 800.00

N.3 Allow provisional sum to cover possible additional costs due to any deviation from the tender issue drawings to construction issue drawings. 1 PS 20,000.00 20,000.00

N Provisional Sums To Summary USD


Lot 3 Construction of Toilets for Blood Bank at Malakal Hospital` Pages 22/40

CONTENTS


B Excavations & Earthworks

C Concrete Work

D Masonry Work

E Thermal & Moisture Protection


G Roof Covering & Roof Drainage


J Finishes

K Painting

L Water Supply,Sewage and Drainage Work


N Provisional Sums


Lot 3:Bill 3-Bill of Quantities for Construction o f Toilets in Blood Bank in Malakal HospitalUpper Nile

Lot 3 Construction of Toilets for Blood Bank at Malakal Hospital

Lot 3 Construction of Toilets for Blood Bank at Malakal Hospital Pages 23/40

CONTENTS


B Excavations & Earthworks

C Concrete Work

D Masonry Work

E Thermal & Moisture Protection


G Roof Covering & Roof Drainage


J Finishes

K Painting

L Water Supply,Sewage and Drainage Work


N Provisional Sums


Lot 3:Bill 3-Bill of Quantities for Construction o f Toilets in Blood Bank in Malakal HospitalUpper Nile



Lot 3:Bill 3-Bill of Quantities for Construction o f Toilets in Blood Bank in Malakal Hospital

Item Description Qty Unit Rate Amount

B EXCAVATIONS AND EARTHWORKS

Unless other wise stated, Rate shall include for a) back filling with selected excavated material & consolidating. Surface treatment; compaction before filling / foundation.

b) disposal of surplus soil as directed & keeping all excavations free from water unless other wise measured separately.

c) any additional excavation for working space.

d) Trees will require protection

Excavation & Earthworks

B.1 Clearing and preparation of the site, shrubs and bushes including cutting down of small trees not exceeding 600mm wide girth and removal of top soil up to a depth of 150mm & disposing as directed: approximately 100m away 14 m²

Bulk excavations

B.2 Excavation for pits not exceeding 1.5m deep from the stripped level in any material except rock : include removal of excavated material and depositing where directed: approximately 100m away 14 m³

B.3 Ditto: over 1.50metres deep but not exceeding 3.0metres deep from the stripped level 19 m³




Planking and strutting

B.7 Allow for Planking and strutting to sides of excavated pits: including removal of fallen materials 1 item

Water disposal

B.8 Allow for keeping all excavations from all types of water including rain and spring water by pumping or through any method 1 item

B Excavation and Earth Works To Summary


Upper Nile



C CONCRETE WORKS

a Rate shall include for form work depositing, handling, hoisting into position, vibrating, curing etc. and making good after removal of formwork etc. Note

b Reinforcements are paid separately unless otherwise specified in the item Note

In Situ Concrete

C.1 Supplying and placing of Grade 20 concrete as specified on 100mm thick beds 1 m³

C.2 Supplying and placing of Grade 25 concrete as specified in strip footings 1 m³

C.3 Ditto: suspended slabs: 100mm thick 1 m³

Formwork

C.4 Formwork as specified to vertical sides of strip footing 2 m²C.5 Ditto: soffites of suspended slabs 14 m²C.6 Ditto: edges of floor beds 2 m²C.7 Boxing Formwork to form opening size 450 x 600mm for

manholes 1 No

C.8 Ditto: opening in slab size 200 x 300mm 4 No

Reinforcement: (All provisional)

Rate to include for supplying, cleaning, cutting, bending, fabricating, placing and the provision of all necessary temporary fixings and supports etc. including binding wires, bends, hooks, tying wires, chairs, distance blocks, steel separators/spacers (designed laps and m.s. chairs if any included in quantities)

Note

Tor steel reinforcement (to BS 4449 and characteristic

strength fy = 460N/mm2) and Mild steel reinforcement ( to BS

4449 and characteristic strength fy = 250N/mm2)

C.9 T10 high yield reinforcement bars 132 kg

C.10 Lintel size 200 x 150 mm in cross section :including 4No. T10 bars and R 6 links at 100mm centres, complete with all formwork: as per Drawing 126-ST 009 A 5 m

C Concrete Works To Summary



D MASONRY WORK

a Rate shall include for lifting, handling, weighting all rough and fair cutting, plumbing angles, normal straight cutting, forming rebated reveals and raking out joints for plastering. Note

Up to DPC level-Substructure

D.1 225 mm Thick solid concrete block walls: bedded and jointed in cement and sand (1:4 ) mortar to steps 5 m²

D.2 Ditto: 200mm thick blockwork 89 m²

Concrete block work

D.3 100mm thick walls in standard precast hollow cement blocks in cement sand (1:5) mortar: reinforced with hoop iron wall ties at every alternate course 9 m²

D.4 Ditto: 200mm thick walls 33 m²

D Masonry Work To Summary



E THERMAL AND MOISTURE PROTECTION

a Water proofing treatments to be done by a specialized supplier with 10 year Guarantee acceptable to the Engineer and supplier to be approved by the Engineer before the procurement. note

Damp proof course

E.1 Horizontal damp proof course: bituminous: laid horizontally on screeded 20 mm thick (1:3) screeded beds to receive block walls.

3 m²

E Thermal and Moisture Protection To Summary



F STRUCTURAL METALWORK

Definitions

“Welding” is deemed to be in accordance with the specification and for the material to which it is to be used. Gusset plates, shoe plates, ends, caps, cleats, brackets, stiffeners, bolts, etc., have been included to the rate of the associated steel work in which they occur. Note

Note :a] For the description of materials and workmanship refer "Specification of works", "preambles" and "Drawings". Note

b] Rate shall include for Note

b.1] All shop fabrication work, marking, delivery, unloading, hoisting, erecting and fixing as per detail drawings.

Note

b.2] All welds are 6mm thick fillet weld & allowance for rolling margin. Note

b.3] The weight of weld metal in welded constructions. Note

b.4] Members of any length. Note

b.5] Cutting to size and shape and joints in the running length. Note

b.6] Grinding to a smooth finish, unless otherwise required.Note

b.7] Machine drilled bolt, holes, bolts, nuts and washers, cleats, shoe and gusset plates and all other connections. Note

b.8] After fabrication wire brushed to clean the all steel surfaces and spray painted with two coats of quick drying metal primer zinc phosphate & two coats of matt anti corrosive with necessary accessories. Note

Fabricating and erecting framed structures

Roof structures

F.1 Roof truss spanning 1500mm wide; tappered all as per Drawing 126-WS 401 3 NoPurlins

F.2 Supplying & fixing of Zed purlins, 100 x 50 x 2mm: welded to roof trusses ( measured separately )at 900mm centres: complete with all the required paint works and all necessary supports 26 m

F.3 Allow sum for any other item required for the construction and completion of the roof framework, which are not covered under the above items ( The items will have to be approved and paid accordingly ) 1 Item

F Structural Metal Works To Summary



G ROOF COVERINGS AND ROOF DRAINAGE

Rate shall include; Note

a.01 All, rivets, nails, clips, strips and delivering and fixing in position.Note

a.02 All timber shall apply Priming backs & applying two coats of an approved wood preservative before fixing. Note

a.03 All timber shall have final finish; Two coat of wood preservative, two coats of primer, two coats of wood sheen spray paint.

Note

a.04 Roof drainage shall be measured & grouped separately Note

Roof Covering

G.1 Supplying & fixing of gauge 26 pre-painted IT4 profiled roofing sheets ( 0.5mm ) of approved colour: fixed with J-bolts to 100 x 50 x 2mm zed purlins ( measured separately) and rubber caping to tops of bolts 18 m²

Valance / Barge Board

G.2 25x225mm high timber valance board / barge board bolted to 100 x 100 x 8mm thick mild steel plate with 4 No 12mm diameter bolts : plates welded to edges of rafters: all complete with approved wood preservative as specified and as per Drawing 126 -ST 406 21 m

Roof drainage

Roof Gutters & Down Pipes

G.3 Supplying & fixing of PVC eave gutters of cross section 200mm x 200mm ( 680mm girth (average) : bolted to valance board: internal support brackets 6 m

G.4 Supplying & fixing of 110 dia PVC rain water down pipes: fixed to concrete block work with metal straps at 1000mm centres vertically 7 m

G Roof Coverings & Roof Drainage To Summary



H WOOD WORK- DOORS AND WINDOWS

a The work shall include supply, fabricate and installation of doors, windows, made out of approved quality timber Jak or equivalent to be finish as per the respective specification & drawings.

Note

b Doors & Windows frame sections to be of,

b.01 Outer frame & Inner frame - 75mm x 100mm minimum - Finish Size, unless otherwise stated. Note

b.02 The contractor shall submit shop drawings for the approval of the Architect & Engineer, prior to fabrication. Note

b.03 The contractor shall refer to all relevant specifications and drawings prior to pricing and it shall be his responsibility to complete the said works to the entire satisfaction of the Engineer at no additional cost. Note

b.04 All samples shall be provided for Engineer's approval prior to purchase of material. Note

b.05 Where swing doors has been specified prices shall include for provisions of floor hinges. Note

c Rates shall include;

c.01 Hoisting and fixing in position, drilling and making good. Note

c.02 Brass nails, brass screws, glue, rawl plugs etc,. Note

c.03 Framing together all work in accordance with the best practices. Note

c.04 Priming backs & applying two coats of an approved wood preservative before fixing. Note

c.05 Final Finish; Two coat of wood preservative, two coats of primer, two coats of wood sheen spray paint. Note

c.06 Rate to include for providing sundry items related to the door & windows like glass blocks etc.. where necessary as a Architectural feature to the door or window. Note

c.07 Rate shall include for 5mm thick clear float glass/ wired glass /tinted glass /translucent glass as appropriate to suit the respective doors and windows as shown in the drawings. Note

c.08 Rate shall include for ply wood sheets of approved colour with melamine coat on both sides where necessary. Note

c.09 Rates shall include for fixing timber frame, door sash / window casement brass fixing screws, lock sets with 3 keys manufactured in Europe to be used on all doors.



d Only 16% of moisture content is recommended for all timber. Note

e All timber shall be pressured impregnated termite proofed, seasoned, planed timber and sand papered by hand to have smooth finish and to receive paint. Note

f Preservative Treatment

f.01 Minimum of two application of C I C wood preservative or approved equivalent. Note

f.02 Preservative treatment for back of door & door frame in contact with masonry or concrete. Note

g Sizes

g.01 The sizes given in the drawings and description of Bill of Quantities are finished sizes and subject to same permitted in the specifications. Note

g.02 The contractor shall check the measurement of openings physically at the site before fabricating the doors & windows.

Note

g.03 Door / window frames are twice rebated and backed as appropriate. The sizes are as given in the detail drawing. Note

g.04 Mullions and transoms shall be rebated or non rebated as appropriate. The sizes are as given in the detail drawing. Note

g.05 Finished thickness of door & window sashes sash shall be 32mm and if there is any discrepancy in the sizes and detail given in the drawings and Bill of Quantities, the same given in the drawing shall prevail. Note

h Ironmongery

h.01 All the locks shall be union / Yale or approved equivalent supplied by authorized dealer appointed by the manufacturer & approved by the Architect. Note

h.02 All ironmongery shall be heavy quality brass of approved European manufacture subject to approval of the Architect, ironmongery samples should be submitted for approval.

Note

j Painting / Final Finish

j.01 Unless otherwise stated all surface of timber doors and windows and casements and plywood door sashes shall be finished with two coat of wood preservative, two coats of primer, two coats of wood sheen spray paint. Note

Doors

H.1 Legged braced and battened Timber Door: to fit structural opening size 800mm wide x 2250mm high overall, comprising of 75 x 100mm timber door frame: including all iron mongery and hardware: fixed to concrete or blockwork: complete with all required painting and decoration 4 Nos.

H.2 Wooden window to fit structural opening size 1000mm x 450mm high: comprising of 75 x 100mm timber frames: infilled with 16mm diameter steel rods at 75mm centres vertically: fixed to concrete or blockwork:complete with all required painting and decoration: as Window Type F1 and as per Drawing 126 -AR 20 4 Nos.

H Wood Work - Doors & Windows To Summary



J FINISHES

a The contractor is advised to refer to the specification prior to pricing of this section of work Note

b The rate shall include for all temporary rules, screeds, grounds etc. for raking out joints of new brick work or hacking new concrete for key, internal & curved angles, joints between different surfaces arises quirks, inter sections between curved or irregular surfaces, etc. and all making good around pipes, sanitary fittings & the like. Note

c All samples shall be provided for approval by the Engineer prior to purchase of materials. Note

0 Wall Finishes

J.1 15mm thick cement and sand (1:5) render on concrete or blockwork: wood floated hard and smooth: to external walls

36 m²

J.2 12mm thick cement lime sand (1:1:5) plaster finished smooth with lime putty or concrete or blockwork: to surfaces of internal walls 57 m²

Floor finishes

J.3 50mm Thick cement and sand (1:3) screed : steel trowelled hard and smooth to internal floors 12 m²

Plinth Plaster

J.4 20mm Thick cement and sand (1:3) render : wood floated hard and smooth to plinths: externally 4 m²

J Finishes To Summary



K PAINTING

a Rate shall include for preparation of surface cleaning down, smoothing, knotting, stepping etc. protection of floors and fitting, removing & replacing door and window, furniture, and cleaning windows etc. upon completion.

Note

b Paint shall be from approved color with approved manufacturer. Note

Wall Painting

K.1 Prepare and apply one coat of primer and two coats of exterior quality weather shield paint of approved colour and quality to rendered external surfaces of walls and concrete.

36 m²

K.2 Ditto: rendered plinth surfaces 4 m²

K.3 Prepare and apply one coat of primer and two coats of interior quality emulsion paint of approved colour and quality to plastered internal faces of walls and concrete. 57 m²

K Painting To Summary



L WATER SUPPLY, SEWERAGE & DRAINAGE WORKS

Plumbing Works

a Unplasticized polyvinyl chloride (uPVC) pipes shall be used in the plumbing installation and they must confirm in every respect to the requirements of BS 4514. Note

b All fittings and pipe specials used in the plumbing installation shall be suitable and compatible with all respects to the pipe line to which fittings and specials are fixed.

Note

c All sanitary fittings & fixtures shall be American Standards or approved equivalent. Note

d Rates for plumbing work shall include for:-

d.01 Complying with the relevant British or any other standard as given under the specifications and with the regulations of the Local Authority and or any other relevant authorities. Note

d.02 Cutting and waste of pipes etc., and joining pipes. Note

d.03 All specials such as elbows, bends, tees, junctions, plugs, reducers and similar pipe fittings except for valves which will be measured separately. Note

d.04 Connecting pipes to sanitary fixtures and appliances. Note

d.05 Casing to brick walls etc. and making good all works disturbed.Note

d.06 Necessary screws, nails sockets, connection back nuts standard pipe fixing or supporting clips, saddles, brackets, holder bats, straps etc. Note

d.07 Connecting of different types of pipes. Note

d.08 Testing and disinfection after completion. Note

d.09 Excavation, backfilling, disposal of surplus soil for items which were specifically mentioned. Note

e Rates for sanitary fittings shall include for:-

e.01 Fittings such as taps, waste water outlet, internal overflows etc. and supporting brackets, incidental materials for fixing, unless otherwise measured separately. Note

e.02 Assembling, jointing together fixing components parts, and jointing to pipes including necessary coupling and for leaving perfectly clean and in perfect working order on completion.

Notee.03 Jointing and connecting of pipes to sanitary fittings. Note

e.04 Testing and commissioning of the installation. Note

e.05 Making good of the work disturbed. Note

e.06 Submitting samples for the approval of the Engineer. Note

e.07 Protecting the works. Note



f Rates for drainage work shall include for :-

f.01 Laying of pipes to falls. Note

f.02 Excavation, backfilling, disposal of surplus soil Note

f.03 All pipe specials such as bends, junctions, elbows, tees etc. Note

f.04 Connection to sides of manholes etc. Note

f.05 Providing sleeves etc., when pipes pass through walls, foundations etc. Note

f.06 Giving notices, obtaining permits, paying fees, fixing, testing and commissioning etc. Note

Cold Water Installation

Type 1000uPVC pipe with all necessary specials laid in water distribution system buried in brick walls / floor or clipped to any location where necessary.




Taps and Valves

g.01 All taps and valves should be brass "Pegler" manufactured UK or approved equivalent, finish to be chrome plated or as per detail and as approved by the Engineer. Rate to include for joints to pipe work.

Bib Tap


Angle valve

L.5 20mm diameter angle valve. 6 Nos.

Isolating valves

L.6 25mm diameter isolation valve. 2 Nos.

Vent Pipes

PVC pipe with all necessary fittings and fixings

L.7 100mm diameter Vent pipe 4 m

L.8 100mm Diameter Vent Cowl 1 No

Excavation for Pipe Work

L.9 Excavation and back fill to pipe trench for normal pipe laying areas, depth not exceeding 1.0m deep as per detail drawing. (Rate shall include for screed concrete work) 24 m

L Water Supply, Sewerage & Drainage Work (Plumbing) To Summary



M ELECTRICAL INSTALLATIONS

a Unless otherwise stated, Rates in Bill of Quantities shall include all necessary materials Cables, conduits, PVC sunk box, bulbs, switches etc.) and labour required to complete the electrical installation to good working order. Note

b Except where specifically stated, all costs associated with provision of all holes, openings, chases, ducts and other builders' work required for installation and make them good, shall be included in the rates. Note

c Testing and commissioning of the electrical installation is to be carried out by the contractor and Cost of such testing and reports to be included in the rates unless otherwise mention separately.

Note

d All types of fittings, materials, painting and finishes shall be approved by the Engineer prior to installation. Note

Final Circuit Wiring

Rates for final circuit wiring shall include all necessary switches, sockets, materials Cables, conduits, PVC sunk box, & junction boxes, draw wires, etc. and labour required to complete the electrical installation to good working order.

Light Point Wiring

M.1 Wiring and installation (including supply of all materials) of the light points using approved type PVC insulated PVC sheathed 1 mm2 copper cable and 2.5mm2 Earth cable drawn through securely fixed concealed PVC conduit.(Switches shall be ABB / Clipsal / Orange / Tenby or equivalent)

4 Nos.

M.2 Supply and installation of Pendent lamp fitting complete with 11 W CFL (Philips or equivalent) Lamp suitable for indoor use including all other necessary accessories like terminal block etc. (accessories - thorn / Philips or equivalent & fitting - Imported with 24 gauge sheet steel powder coated, insect proof) 4 Nos.

M Electrical Installation To Summary



N PROVISIONAL SUMS

a The work to be done and or materials to be provided which is covered by the following Provisional Sums form part of the Works and shall be completed within the Time for Completion of the applicable Section or all of the Works. Note

b Provisional Sums and the associated items for Contractor's overheads and profit set down below shall be deducted from the Contract Sum and the value of work done and/or Materials provided to which such Provisional Sums relate shall be determined as per item c and d below

Note

c In respect of those parts of the Works described below as to be carried out by the contractor, nominated supplier, nominated sub contractor under the Engineers instruction, the said value shall in each case comprise:-

Note

d (i) the actual amount paid or due to be paid by the Contractor to the nominated supplier or nominated Subcontractor, on the instructions of the Engineer: plus Note

e (ii) in respect of the associated items for Contractor's overheads and profit set down below, an amount being a percentage rate of the actual amount paid or due to be paid as aforesaid, calculated at the rate inserted below against the applicable item.

Note

f In respect of those parts of the Works not described below as to be carried out by Nominated Supplier or Nominated Subcontractors, the Engineer shall ascertain and determine by measurement the value of work done and/or Materials provided to which the applicable Provisional Sum relates in accordance with Clause (Valuation of Variation Orders) of the Conditions of Contract.

Note

g Those parts of the Works covered by the following Provisional Sums are to be carried out by the Contractor, Nominated Supplier, Nominated Subcontractors or any other nominated authority , as determined by the Engineer. Note


N.1 Preparation of "Shop" drawings for the requirement of the construction as directed by the Architect/Engineer. 1 PS 200.00 200.00

N.2 Preparation of "As built" Drawings for the requirements of relevant authority or as directed by the Engineer. 1 PS 200.00 200.00

N.3 Allow Provisional Sum to cover possible additional costs due to any deviation from the tender issue drawings to construction issue drawings. 1 PS 1,000.00 1,000.00

N Provisional Sums To Summary US $


Lot 3 Water Supply for Blood Bank at Malakal Hospital Pages 38/40

BORE HOLE DRILLING WORKS

Site Works

B.1 Allow for mobilization 1 item

B.2 Site cleearance and geophysical surveys 1 item

B.3 Site clearance and levelling 1 item

B.4 Setting up the equipment ready to work 1 item

B.5 Allow for construction of an apron , standing slab , drain and a platform size 500 x 500 x500mm

1 No

Drilling of Bore hole

B.6 Drilling with minimum 12" bit from 0-10metres deep from the exisiting ground level 1 item

B.7 Drilling with minimum 8" bit from 50metres deep from the exisiting ground level ( 10-50metres : effective depth of 40metres deep) 40 m

B.8 Drilling with minimum 8" bit to a depth of 70metres deep from the exisiting ground level ( 50-70metres : effective depth of 20metres deep) 20 m

B.9 Drilling with minimum 8" bit to a depth of 70metres deep from the exisiting ground level ( 70-90metres : effective depth of 20metres deep) 20 m

B.10 Allow for soil sampling and record keeping as specified 1 ItemBore Hole installation

B.11 Supply and install steel/PVC casing 8.5" in diameter ( external diameter) with minimum thickness of 3mm upto 10metres deep from the exisitng ground level 10 m

B.12 Supply and install concrete casing of minimal thickness 75mm thick or alternative grouting up to 10metres deep from the existing ground level

10 m

SOUTH SUDAN-Health Systems Strengthening Round Lot 3:Bill 3-Bill of Quantities for Water Supply f or Blood Bank in Malakal Hospital

Item Description Qty Unit Rate

Upper Nile

Amount

Lot 3 Water Supply for Blood Bank at Malakal Hospital


B.13 Supply and install steel/PVC casing 6" in diameter ( external diameter) with minimum thickness of 3mm upto 80metres depth 80 m

B.14 Supply and install filter pack as specified upto a depth of 50m deep below the existing ground level

50 m

Page Total Carried to Collection

Bore Hole development

B.14 Allow for the development of the well using air or water jetting method as recommended by the hydrologist 1 item

B.15 Allow for water recharge testing for bore hole yield for at least 36 hours including records of the yields at one hour intervals ( The contractor is to provide for power for this process)

1 item

B.16 Allow for the disinfection of the bore hole as specified 1 item

B.17 Allow for carrying out a water chemical analysis comprising of chemical tests, bacterial and trubidity tests on 2No. samples 1 item

Page Total Carried to Collection

C WATER TOWER STRUCTURE AND LADDER

C.1 Allow a Provisional sum for the Construction & Completion of 8000mm high Steel water tank structure as shown on the drawings including excavations, disposal & painting (Tank & ladder measured separately ) 1 item

C.2 Allow a Provisional Sum for the supply of 40mm Diameter vertical heavy duty G.I. Ladder consisting of 25mm diameter heavy duty G.I. Bars at equal distance welded to 40mm diameter verticle heavy duty G.I. hand rail & 15x5mm flat iron vertical guard bars, all as per the drawings for water tank structure.(Rate shall include for two coats of anti-corrosive and two coats of approved enamel colour all as per detail drawing.)

1 item



C Water Tower Structure & Ladder To Summary

D SUMP AND PUMP SET

D.1 Allow the Provisional Sum for the Construction & completion of sump below the ground level including excavations and disposal all as per Drawings 1 item

D.2 Allow the P.C Sum for the Supply & installation of Water supply pump set, one duty & one stand by capacity 2 kw including valves & pipes as manufactured in either Denmark, UK, USA , Japan or approved by the Engineer.

1 item

D Sump and Pump Set To Summary

E WATER TANK

E.1 Supplying and installation of 10,000 liters capacity PVC UV protected & anti microbiological protection plastishell water tank on top of steel water tower structure (Steel structure measured separately ); including 63mm diameter washout pipe with valve and over flow pipes; complete with other necessary tank accessories

1 No

E Water Tank To Summary

F PROVISIONAL SUMS


F.1 Preparation of "Shop" drawings for the requirement of the construction 1 PS 200 200

F.2 Preparation of "As built" Drawings for the requirements of relevant authority or as directed by the Engineer. 1 PS 200 200

F.3 Allow provisional sum to cover possible additional costs due to any deviation from the tender issue drawings to construction issue drawings.

1 PS 1,000 1000

F Provisional Sums To Summary US$

TOTAL BILL NUMBER 4


lot 3-bills of quantity ( excel) - undp | procurement notices

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