American Refugee Committee (ARC)

SUDAN OFFICE

Tender Reference:XXXXXXXXX
Construction of Roofed Water Catchment and Associated Structures in East
Dafur

RETURNABLE PRICE SCHEDULE 1

BILL OF QUANTITIES (BOQ)
Contents
* Cover Page
* Preamble
* Grand Summary
* Bill of Quantity (BoQ) Nr.1 - Construction of Roofed Water Catchment and Associated Structures
in East Dafur

NOTE: It is a MANDATORY requirement for bidders to complete and return both this excel BOQs and their
respective duly signed pdf for Authentication

Failure to complete all sections of the BOQ may result to automatic disqualification of your bid.

[insert date of bid submission]

 ALIGHT (Formerly American Refugee Committee)
PREAMBLE TO BILLS OF QUANTITIES (BOQs)
Construction of Roofed Water Catchment and Associated Structures in East Dafur
PREAMBLE TO BILLS OF QUANTITIES (BoQs)
1 Objectives:
The objectives of the Bill of Quantities (BoQs) are:
(a) to provide sufficient information on the quantities of Works to be performed to enable bids to be prepared
efficiently and accurately; and
(b) when a Contract has been entered into, to provide a priced Bill of Quantities (BoQs) for use in the periodic
valuation of Works executed.
In order to attain these objectives, Works have been itemized in the Bill of Quantities (BoQs) in sufficient detail to
distinguish between the different classes of Works, or between Works of the same nature carried out in differently
or in other circumstances which may give rise to different considerations of cost.

2 The Bills of Quantities (BoQs) for the Works comprise the following:
Preamble to Bill of Quantities
List of principal Quantities
Grand Summary
* Bill of Quantity (BoQ) Nr.1 - Construction of Roofed Water Catchment and Associated
3 Structures
The in East
Contractor’s unitDafur
rates in these bills are to cover supplying of materials, taking delivery, transporting, loading
and off loading inspection, storage, stacking, landing, preparation, installation including provision of all labor,
requirement false work, temporary support, surface preparation and testing of the works. The rates shall include
all applicable taxes and duty. The cost of testing of the materials to be used in the works unless otherwise
provided is to be included in the rates of the respective Bill items.

4 Measurement for payment shall be for the complete installation and having passed all necessary tests.

5 Work shall not be executed on a Day Work Basis unless ordered in writing by the Consultant on approval by the
Employer. The rates entered in the Day works Bill of Quantities (BoQs) shall apply to any quantity of Day Work
instructed by the Consultant. Nominal quantities have been indicated against each item to permit the extended
total to be carried forward to the Grand Summary.

6 “Rates and prices shall be inserted in the rate and total columns of the Bill of Quantities (BoQs) in US$

7 Bills of Quantities (BoQs) are to be read in conjunction with the Instructions to Bidders, the Conditions of Contract
Data, the Specifications and the Drawings. The quantities stated against each item in the Bills of Quantities
(BoQs), with the exception of those items specifically marked ‘SUM’, are the estimated quantities of the Work to
be executed by the Contractor in fulfillment of his/her obligations under the Contract.

8 The Contractor is required to check the number of the pages and should any be found to be missing or in
duplicate he must inform the Engineer at once and have the same rectified.
9 No liability whatever will be admitted or claim allowed in respect of errors in the Contractor’s tender due to
mistakes in the Bills of Quantities (BoQs) which should have been rectified in the manner described above.
10 The contractor shall not alter or otherwise qualify the text of these Bills of Quantities (BoQs). Any alteration or
qualification made without authority will be ignored and the text of the Bills of Quantities (BoQs) as printed will be
adhered to.

11 Each item in the Bills of Quantities (BoQs) is to be priced. If any items are left un-priced it will be assumed that
the value of the work described there under is elsewhere allowed for. The prices and rates to be inserted in the
Bills of Quantities (BoQs) are to be fully inclusive of all costs and expenses which may be required for the
construction of the work described, together with general risks, liabilities and obligations set forth or implied in
these documents.

12 In no case will any claim for expenses incurred by the Contractor in preparation of this Tender be allowed.
13 The Contractor is solely responsible for the accurate ordering of materials in accordance with the Specifications,
Drawings and Engineer’s Instructions and no claim for any loss or expense will be entertained for orders for
materials based on the Bills of Quantities (BoQs).

14 The quantities given in the Bills of Quantities (BoQs) are estimated and no claim by the Contractor for the final
quantities being larger or smaller than the quantities given in the Bills of Quantities (BoQs) will be permitted
except in accordance with Clause 38 of the Conditions of Contract.

15 The dimensions given in the Drawings are generally in millimeters unless otherwise indicated. Levels are given in
meters.

16 The term ‘provide’ or ‘supply’ used for any item shall be deemed to include transport to site, handling, storage
and fixing complete, and the Bidder’s rate shall include for this.
17 The following abbreviations might have been used in the Bills of Quantities (BoQ) and shall be interpreted as:
kg kilogram
t tonne
m meter
m2 square meter
m3 cubic meter
mm millimeter
Nr. Number
USD United States Dollar
uPVC un-plasticized poly vinyl chloride
HDPE high density polyethylene
GMS galvanized mild steel
LS Lump Sum
PS Provisional Sum
General Items
18 Unless otherwise provided there are no separate measurement items for Contractual requirements. The
Contractor is deemed to have included his costs for the Contractual requirement
 ALIGHT (Formerly American Refugee Committee): SUDAN Office
BILL 1: ROOFED CATCHMENT
(hafir) (Dwg Nos. AG_RC/1/4-4/4)
Construction of Roofed Water Catchment and Associated Structures in East Dafur
Bidder Legal Name: [insert here]
Item Unit/P in
No. Description of work Unit Qty USD

NB. This is a full contract BOQ where bidder has to factor in costs for purchasing material,equipment,transport to
site, construction/fixing them,labor and Government taxes where applicable.Decsription has to be read together
with drawings and specifications which are provided together with this BOQ

A list of typical general items are given below. However, the Note
Bidder is requested to price only those items that may affect this
Contract.
The Bidder is advised to visit the site of the proposed work, as it is Note
his responsibility to ascertain the conditions governing access to
the site, and external working space, storage area etc.
The Bidder is advised to visit the site of the proposed work, as it is Note
his responsibility to ascertain the conditions governing access to
the site, and external working space, storage area etc.
If no price has been stated against any item hereunder, the Note
Contractor shall not be entitled to claim any money for such items
even though he is obliged to execute the work or provide services
described therein. Preliminary items priced by the Tenderer are
deemed to include the cost of unpriced items.
The Bidder is advised to refer to the General Notes, Pricing Note
Preambles, Drawings, Specifications, Conditions of Contract,
Particular Conditions of Contract and other relevant documents
prior to pricing of the following items.
The bidder is required to visit the site of the proposed work, as it is Note
his responsibility to ascertain the conditions governing access to the
site, the external working space, storage area and any other
information he may find necessary before he can tender for the
work.
Cost and expenses in connection with any other preliminary item Note
which is not listed below, but is necessary for the due completion
of works, is deemed to be included in the tender rates.
Mechanical plant and equipment which emits excessive noise, Note
smoke, fumes, obnoxious gases etc., will not be allowed to be used
in the Site, without the prior approval of the Engineer.
The contractor shall be responsible for any loss or damage to the Note
works, existing structures, adjoining structures and unfixed
materials.
The contractor shall try to locate the new units in a way to avoid Note
cutting trees. If it is really needed to cut down any number of trees,
allow for planting same number of trees – Contractor has to take
care about watering and maintenance of plants for about 3 months
or until completion of the contract. (Fill schedule of late)
EARTH WORKS (PROVISIONAL)
 Excavation of Hafir, 50m long and 10m wide at the top, with flanks
1.1 sloping 60° (58%) to the vertical, the bottom should be at 5m
below ground level (bgl) at the inlet and 5.50m (bgl) at the
outflow, consequently will result to the mean slope of 5% and
arrangement of soil to form two steep dykes on both long sides. m3 1,383

1.2 Excavation of exiting Hafir, 50m long and 25m wide by 1m average
depth 5-10m far from the above mentioned Hafir, cut and arrage
45% angle at each side of the hafir. m3 1,363
 Excavation of Hafir inlet and the trench for the pipeline to
1.3 evacuate the overflow until the nearest watercourse, inlet
structure 12.50 x 3.80 x 1.0m, trench 294m x 1.2m and
arrangement of soil locally. m3 400
Excavation of trenches for foundations of the walls locate at the
1.4 origin and at the end of Hafir, 3x1.5x11m and arrangement of soil
to form two steeply dykes in both long sides of the Hafir. m3 99
Excavation of trenches for foundations of steel structure of Hafir,
1.5 1.0 x 1.0 x 51m and arrangement of soil to form two steep dykes
on both long sides of the Hafir. m3 102

Construction of sparse runoff collection dykes, trapezoidal section:

1.6 base 1.3m, elevation 0.6m flanks inclined to 45° (100%) and top
0.3 m wide, volume ~ 0.5 cum/m x (210 + 480 )m, with soil
excavated locally downstream. Erosion of upstream side will be
prevented with the installation of a layer of gravel, 1.5m wide x
150mm thick, collected on the talus of the surrounding hills m3 300
SUB-TOTAL PAGE 1 CARRIED TO COLLECTION
CONSTRUCTION OF hafir
Supply and install lining of hafir with waterproofing plastic
sheeting (Geomembrane), not less than 1.5mm thick, suitable for
human consumption, like IDROEVA 0TQIDR3347 manufactured by
1.6 P.A.T.I., large sheets pre-assembled ex-factory which will be
assembled locally by expert technicians. Including side covering
sheets, as per specified by the manufacturer.
m2 1,088

Supply materials and construction of Hafir roofing with steel

structure shaped like a segmental arc (elliptic) 10m wide x 2.5m
high x 50m long, the supporting frame made with hot deep
galvanized steel pipes Sendzimir Z275 Type, the arcs should be Ø
1.7 60 x 2mm spaced 2m, reinforced with n°3 spacing battens Ø 28 x
2mm, the intervals locate at the extremities and in the middle
reinforced with n°6 additional battens, in each sector by Ø 28 x
2mm. Roofing made with 600 μm (0.6mm) steel plate galvanized
and painted with epoxide powder, bonded with ALUBEL Profile.
Arcs and roofing steel plate founded into 30 x 40 cm masonry
foundation. Inclusive of all necessary ancillaries, like bolts,
washers, nuts and anchoring devices of roofing plate to the
supporting frame. m2 675
Supply materials and build the foundations of the roofing of the
1.8 hafir, 300 x 400mm x 51m as per the attached drawings m3 12.24

Supply materials and build the walls at the extremities of the hafir,
1.9 0.50 m thick, externally shaped like the tunnel, and founded at
3.5m bgl, masonry made, as per the attached drawings. The wall at
the end of the hafir will have an access door to the hafir measuring
0.90 x 2.0m. m3 32
 Supply and install the access door to the hafir, 0.90 x 2m, made
`1.10 with 1mm steel plate electrically welded on a frame of 50 x 50mm
"L" sections, with 2No hinges firmly fixed to the wall and hooks for
pad lock. No 1
1.11 Construct the hafir inlet and washout as illustrated in the attached
drawings Item 1
Supply and install the pipeline draining muddy water collected in
1.12 the hafir inlet structure toward the washout pipeline. The pipeline
to made with Ø 110 mm U-PVC SN4-SDR 41 pipe. M 12
SUB-TOTAL PAGE 2 CARRIED TO
COLLECTION
1.13 Supply and install the washout pipeline. The pipeline to be made
with Ø 400 mm U-PVC SN2-SDR 51 pipe. M 150

Construct a washout which will operate manually when the hafir

1.14 will be full. The washout will be composed of gates area where
5.90x0.75x1.50m long steel doors will be installed, made with
reinforced concrete Rbk 250 with 70 kg of steel for a cum. No 1
1.15 Construct water suiting structure to prevent localized erosions,
8.50 x 7.20 x 0.60m thick; made with stones arranged as dry wall m3 37
1.16 Supply and install 2No doors measuring 2.50x0.50m high and the No 2
relative water seal frames, the gates will be made with 1.20 mm
thick steel plate installed on a frame made with 5 x 5cm "T"
section, electrically welded. Seal frames made with 60 x 60mm "L"
steel sections electrically welded fixed to the gates structures with
dowels. All steel sections should be painted with three hands of
enamel.

Supply and install 0.70 x 5.60m ladder, made with 2No. Ø40 x
2.0mm x 5.60m pipes and 25No. Ø24 x 2mm pipes both
made with AISI 304 stainless steel, electrically welded with
1.17 electrodes with C< 5%. The ladder should be firmly fixed at the top
to the wall with SS steel dowels. At the base and in three points
sparsely distributed along the length the ladder will be supported
by a soft footers made with smoothed stainless steel plate and
binded with polypropylene sheet, 1cm thick as per the attached
drawings Item 1
SUB-TOTAL PAGE 3 CARRIED TO
COLLECTION
COLLECTION
COLLECTION FROM PAGE 1
COLLECTION FROM PAGE 2
COLLECTION FROM PAGE 3

BILL 1 (ROOFED CATCHMENT)

TOTAL CARRIED TO SUMMARY
GRAND TOTAL of all work cost in SDG sum

Name of Signatory: [insert here]

Designation: [insert here]
Signature: [sign here]

Date Signed: [insert here]

Office

East Dafur

Total in
USD

aterial,equipment,transport to
ption has to be read together
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 ALIGHT (Formerly American Refugee Committee): SUDAN Office
BILL 2: ROOFED CATCHMENT
(hafir) (Dwg Nos. AG_RC/1/4-4/4)
Construction of Roofed Water Catchment and Associated Structures in East Dafur
Bidder Legal Name: [insert here]
Item Unit/P in Total in
No. Description of work Unit Qty USD USD
NB. This is a full contract BOQ where bidder has to factor in costs for purchasing
material,equipment,transport to site, construction/fixing them,labor and Government taxes where
applicable.Decsription has to be read together with drawings and specifications which are provided
together with this BOQ
BILL 2 WATER DISTRIBUTION INFRUSTRUCRE
A list of typical general items are given below. However, the Note
Bidder is requested to price only those items that may affect this
Contract.
The Bidder is advised to visit the site of the proposed work, as it is Note
his responsibility to ascertain the conditions governing access to
the site, and external working space, storage area etc.
The Bidder is advised to visit the site of the proposed work, as it is Note
his responsibility to ascertain the conditions governing access to
the site, and external working space, storage area etc.
If no price has been stated against any item hereunder, the Note
Contractor shall not be entitled to claim any money for such items
even though he is obliged to execute the work or provide services
described therein. Preliminary items priced by the Tenderer are
deemed to include the cost of unpriced items.
The Bidder is advised to refer to the General Notes, Pricing Note
Preambles, Drawings, Specifications, Conditions of Contract,
Particular Conditions of Contract and other relevant documents
prior to pricing of the following items.
The bidder is required to visit the site of the proposed work, as it is Note
his responsibility to ascertain the conditions governing access to the
site, the external working space, storage area and any other
information he may find necessary before he can tender for the
work.
Cost and expenses in connection with any other preliminary item Note
which is not listed below, but is necessary for the due completion
of works, is deemed to be included in the tender rates.
Mechanical plant and equipment which emits excessive noise, Note
smoke, fumes, obnoxious gases etc., will not be allowed to be used
in the Site, without the prior approval of the Engineer.
The contractor shall be responsible for any loss or damage to the Note
works, existing structures, adjoining structures and unfixed
materials.
 The contractor shall try to locate the new units in a way to avoid Note
cutting trees. If it is really needed to cut down any number of trees,
allow for planting same number of trees – Contractor has to take
care about watering and maintenance of plants for about 3 months
or until completion of the contract. (Fill schedule of late)

1 Distribution networks and One Public distrbution Tap stand construction

Provision of 100 of high quality Policine HD (Highy Dencity
Polyethelene Pipe 10 par) pipeline 3" diam and neccesarry fitings ,
dig 100 m water line 60 CM depth and 30 cm wide and performed
1.1 the 100 m pipe line connection from the elevated tank to the main
line for distribution points (Kiosk, donkey cart water stand and
troughs)
m.l 100 -
subtotal 1
2 Public standpost (Kiosk)
Construction of water kiosk seat with daimssion 3.75m length x 2
m wide x 1m high by using red bricks (class #1) with cement
morter ratio 1:6 and concrete in the top of kiosk seat mix(1:3:6)
2.1 and plastering the sides and top , and Construction of manhole for
waste water drainage with 4 inch daimeter pipe(5m length ) into
plock collect chanel .
Job 2 -
Installation of distrbution GI pipe size 3 inch, provide and fix 20
2.2 taps (10/each kiosk ) size 1 inch and fix control valve size 3 inch
using 5 G.I. pipe 3 inch diameter with nessecary fitings.
taps 20 -
Painting the the distrbution taps pipe with Ayoub paint although
2.3 the stand of distrbution point to be paint with pomastic for all
sides. Job 2 -
2.4 3 inch gasoline (petrol) water pump pc 1 -
Subtotal 2 -
3 Animal distrbution side Cosntruction (Troughs)
Manufacture of 2 steel animal trough size 1.m3 each with
3.1 dimension (3x0.75)mx 0.45m high from the top with metalic sheet
sickness 3mm. Trough 4 -
provide materials and labor for construction the floor of animal
trough with plain concrete size (9mlengthx 6m wide x 0.1m
thickness) mix 1:3:6 in two trough with cement mortor. using
3.2 gravel medium size,cement recent manufacture and sand with
good compaction and cure the concrete slap with clean water for 4
days.
m3 5.4 -
provide materails and labor for Fixing the distrbution of 4 animal
3.3 troughs point with valve and fitting size 2 inch.
Job 4 -
Subtotal3 -
4 Cart Filling Point
provide materails and labor for Fixing and install of 2 cart filling
points with valve and fitting size 2 inch using 2 G.I. pipe 3 inch
diameter and 2 G.I. pipe 2 inch. job 2 -
Provide materails and labour to cast cart filling point slab and
3.4 drainage with plain concrete in dimension (10 x 5 )m x 0.1 m
thickness .mix 1:3:6 m3 5 -
Subtotal 4 -
BILL 2 (WATER DISTRIBUTION INFRASTRUCURE)
TOTAL CARRIED TO SUMMARY -
GRAND TOTAL of all work cost in USD sum -
Name of Signatory: [insert here]
Designation: [insert here]
Signature: [sign here]

Date Signed: [insert here]

 ALIGHT (Formerly American Refugee Committee): SUDAN Office
BILL 3: ROOFED CATCHMENT
(hafir) (Dwg Nos. AG_RC/1/4-4/4)
Construction of Roofed Water Catchment and Associated Structures in East Dafur
Bidder Legal Name: [insert here]
Item
No.
Description of work Unit Qty

NB. This is a full contract BOQ where bidder has to factor in costs for purchasing material,equipment,transport to s
construction/fixing them,labor and Government taxes where applicable.Decsription has to be read together with dr
specifications which are provided together with this BOQ

BILL 3 ROOM WITH TANK

A list of typical general items are given below. However, the Bidder is Note
requested to price only those items that may affect this Contract.
The Bidder is advised to visit the site of the proposed work, as it is his Note
responsibility to ascertain the conditions governing access to the site, and
external working space, storage area etc.
The Bidder is advised to visit the site of the proposed work, as it is his Note
responsibility to ascertain the conditions governing access to the site, and
external working space, storage area etc.
If no price has been stated against any item hereunder, the Contractor shall Note
not be entitled to claim any money for such items even though he is obliged
to execute the work or provide services described therein. Preliminary items
priced by the Tenderer are deemed to include the cost of unpriced items.

The Bidder is advised to refer to the General Notes, Pricing Preambles, Note
Drawings, Specifications, Conditions of Contract, Particular Conditions of
Contract and other relevant documents prior to pricing of the following items.

The bidder is required to visit the site of the proposed work, as it is his Note
responsibility to ascertain the conditions governing access to the site, the
external working space, storage area and any other information he may find
necessary before he can tender for the work.
Cost and expenses in connection with any other preliminary item which is not Note
listed below, but is necessary for the due completion of works, is deemed to
be included in the tender rates.
Mechanical plant and equipment which emits excessive noise, smoke, fumes, Note
obnoxious gases etc., will not be allowed to be used in the Site, without the
prior approval of the Engineer.
The contractor shall be responsible for any loss or damage to the works, Note
existing structures, adjoining structures and unfixed materials.
 The contractor shall try to locate the new units in a way to avoid cutting trees. Note
If it is really needed to cut down any number of trees, allow for planting same
number of trees – Contractor has to take care about watering and
maintenance of plants for about 3 months or until completion of the contract.
(Fill schedule of late)
1 Foundation works
1.1 Site clearance and preparation of Guard Room LS 1.0
1.2 Footing Excavation: Excavate 4 (1.2x1.2x1)m holes for footings, level and CUM 5.76
compact well ( before receiving foundation blinding)/cut and trim all
projected faces
1.3 Footing Blinding: Lay 100mm thick lean 4 (1.2X1.2x0.05)m concrete CUM 0.3
1:4:8 /3bags of cem/0.4cum of river sand /0.8cum of Graded stone 40mm
nominal size AS PER SPECSabove the excavated footing and foundation
trenchs, cure the blinding
1.3 Footing concrete : provide and cast 4 (1.2x1.2x0.4)m R.C.C footing over the CUM 2.30
blinding mix 1:2:4 /6bags of cem/1cum of concrete ___Reinforeced with
double layered 6Y14 Bars spacing 200mm C/C deformed steel in both
directions/use vibrator in accordance with specifications
1.4 Columns: Cast in place 4 (0.4x0.2x4.2)m R.C.C Columns Mix 1:2:4/6bags of CUM 1.3
cem/1cum of concrete____Reinforced with 6Y14mm +R8@150mm c/c
(DOUBLE LINKED)
1.5 Slab Beam: provide and cast (0.3x0.3x14.8m) R.C.C beam MIX 1:2:4/6bags CUM 1.3
of cem/1cum of concrete___Reinforeced with 6Y12 linked with Y8mm
stirupps @1590mm c/c
1.4 Excavation : excavate foundation of Room depth 600mm@400mm width CUM 5.1
plus the excavation of pipe trenches
1.5 Foundation Blinding: Lay 50mm thick lean concrete 1:4:8 /3bags of CUM 1.06
cem/0.4cum of river sand /0.8cum of gravel above excavated foundation
trenchs
1.6 Stone Wall: construct (0.4x0.6x21.2)m rubble masonry stone sealed with CUM 5.09
cement mortar mix 1:4 above the blinding
1.7 Plinth Beam: cast in place (0.4x0.2x21.2)m R.C.C plinth beam Mix 1:2:4 cum 0.8
/6bags of cem/1cum of concrete __Reinforced with 4Y12 +R8@200MM C/C

1.6 Backfilling with Good Hardcore and Crashed Stone: supply and fill cum 1.50
(imported or Excavated selected material over the ground floor compact AS
PER Specification
1.7 Hardcore: supply and fill 300mm (imported or Excavated selected material CUM 5.8
over the ground floor compact AS PER Specification
1.8 Flooring Concrete Slab: lay 100mm thick plain concrete over the crashed CUM 1.9
stones mix 1:4:8 6bags of Oman ordinary portland cem/1cum of concrete for
the rooms and verandaha
Sub total A
2 WALLING
2.1 Walling: construct 200mm thick concrete hollow blocks sealed with cement SQM 45.4
mortar mix 1:4 (Less door)
2.2 Plastering: apply 20mm thick plastering to both faces of the wall SQM 90.9
2.3 White washing: apply No2 coats of white washing to both faces of the wall SQM 90.9
2.4 Emulsion Paint: apply No2 coats of emulsion paint to the external face of the SQM 90.9
wall (color and type to be approved by the Engineer)
Sub total of Walling =
3 DOOR & WINDOWS
3.1 DOOR 1:Purpose-made steel casement two leaf door made of 15mm thick PCS 1.0
steel plate welded to the frame, 38x38x3mm thick steel angles for door main
frame, 20x20x1.5mm RHS welded to steel plate by 200mm long fillet welds
at 200mm, hedges and 8mm diameter steel bars embedded in the wall with
mortar and welded onto the door frame for anchoring the door complete with
all the necessary ironmongery overall size 900 x 2100mm high

3.3 Windows 1:Purpose-made steel casement window made of 15mm thick steel PCS 2.0
plate welded to the frame, 38x38x3mm thick steel angles for window main
frame, 20x20x1.5mm RHS welded to steel plate by 200mm long fillet welds
at 200mm, hedges and 8mm diameter steel bars embedded in the wall with
mortar and welded onto the window frame for anchoring the window
complete with all the necessary ironmongery overall size 100x 100mm high

3.5 Step :Construct Concrete step at verandaha fo easy access CUM 1.6
(2000mmx800mmx600mm
3.6 Ladder: supply and install iron ladder to the tank lm 1.0
Sub-Total of TOTAL DOOR & Windows=
4 ROOFINGS
4.1 RCC Slab : provide and cast (3.5*3.5*0.1) R.C.C Slab mix 1:2:4 /6bags of SQM 1.2
cem/1cum of concrete ___Reinforeced with double layered 10mm Bars
spacing 200mm C/C deformed steel in both directions/use vibrator in
accordance with
4.2 Water Tank: Provide and install at the top of the 10 cubic meter PE Plastic 1.0
tank put the top slab of the room Lumps

4.3 Portable Pump: Provide and Install 3 Inch Petrol pump, maximum Pcs 1.0
delivery horizontal 200m and maximum head 20m
Sub-Total of Roofing=
BILL 3 (ROOM WITH TANK)
TOTAL CARRIED TO SUMMARY
GRAND TOTAL of all work cost in SDG sum
Name of Signatory: [insert here]
Designation: [insert here]
Signature: [sign here]
Date Signed: [insert here]
SUDAN Office

uctures in East Dafur

ert here]

Unit/P in Total in
USD USD

material,equipment,transport to site,
on has to be read together with drawings and
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 Alight (Formerly American refugee Committee)
Total
Bill Nr. 4 Sand Filtee & Chamber Price in Amount
USD in USD
A: Slow Sand Filter
EARTHWORKS
Excavations: Rates for excavation to
include for disposal
Clear site of works of grass, shrubs, bush
and small trees, grub up roots, fill with
2.1 selected soil and burn debris m2 11 0
Excavations to reduced levels not exceeding
2.2 0.2 m deep and cart away m3 2 0
Excavate underground to a depth not
exceeding 1500mm deep from stripped
2.3 level m3 14 0
xtra over excavations for excavating in rock
2.4 at any depth m3 2 0
Filling 0
2.5 Return fill and ram - make up level m3 4 0
CONCRETE WORK 0
2.6 150mm thick Mass Concrete base 1:2:4 m3 1.5 0

Provide and Place structural concrete Class

25
200mm thick wall reinforced with
2.7 Y12@150c/c both ways m3 10 0
Steel fabric mesh reinforcement to B.S.
4483 0

BRC mesh fabric reinforcement ref A142

(weighing 2.2kg/m2) laid in Floor slab
2.8 (measured net-no allowance made for laps) m2 9 0
2.9 Vertical sides of walling m2 92 0

2.10 50mm diameter Control valve for inlet pipe nr 1 0

Course Gravel hand-packed at the bottom
of chamber to act as support base with
2.11 depth not exceeding 1000mm m3 10 0

Fine Gravel/sand placed on top of Course

Gravel to act as filter media with depth not
exceeding 1500m. Please allow for a porous
polythene separating sheet between course
2.12 and fine layers m3 15 0
 Supply, join and construction 100mm Ø GI
pipe 2m long Class B connecting slow sand
filter and filtered water collection chamber
and backfill as directed by the Engineer.
2.13 Depth to be not less than 1.5m nr 1 0
Sub total 0

B: Filtered water collection chamber

EARTHWORKS
Excavations: Rates for excavation to
include for disposal
Clear site of works of grass, shrubs, bush
2.14 and small trees, grub up roots, fill with
selected soil and burn debris m2 5
2.15 Excavations to reduced levels not exceeding
0.2 m deep and cart away m3 1
Excavate underground to a depth not
2.16 exceeding 1500mm deep from stripped
level m3 8
2.17 Extra over excavations for excavating in
rock at any depth m3 1
Filling
2.18 Return fill and ram - make up level m3 4
CONCRETE WORK

Provide and Place Mass concrete Class 15

2.19 150mm thick Mass Concrete base 1:2:4 1
Provide and Place structural concrete Class
25
2.20 200mm thick wall reinforced with
Y12@150c/c both ways 5
Steel fabric mesh reinforcement to B.S.
4483

2.21 BRC mesh fabric reinforcement ref A142

(weighing 2.2kg/m2) laid in Floor slab
(measured net-no allowance made for laps) 4
2.22 Vertical sides of walling 34

Supply, join and construction 100mm Ø GI

2.23 pipe 2m long Class B connecting slow sand
filter and filtered water collection chamber
and backfill as directed by the Engineer.
Depth to be not less than 1.5m 1

SUB-TOTAL FOR COLLECTION CHAMBER (B)

 Supply and install 4" diameter inlet and
outlet, Diesel Engine, 406cc, 10Hp, 2.5l/hr
2.24 Fuel consumption water pump installed in
the first pump house after the water
catchment and which delivers water to the
high rise water tank set 1
C: Water Tank

Prepare a 2.5m diameter x 1.5m high

2.25 concrete platform constructed by filling
hardcore inside built-up walls to
accommodate a 5m3 plastic water tank item 1

Supply and connect a 5m3 plastic water

2.26 tank to supply water at the water kiosk and
fed by solar powered pump supplied by
others nr 1

SUB-TOTAL FOR WATER TANK &

PLATFORM 0

COLLECTION
A: SLOW SAND FILTER 0
B: FILTERED WATER COLLECTION
CHAMBER 0
C: WATER TANK 0

TOTAL FOR BILL 2: SLOW SAND FILTER

CARRIED FORWARD TO SUMMARY 0
 INCINERATOR BUILDING, NEKEMTE

ALIGHT (Formerly American Refugee Committee): SUDAN Office

BILLS OF QUANTITIES
Construction of Roofed Water Catchment and Associated Structures in East Dafur
Bidder Legal Name: [insert here]
GRAND SUMMARY Curr. AMOUNT

1 BILL 1: ROOFED CATCHMENT USD

2 BILL 2: WATER DISTRIBUTION INFRUSTRUCRE USD

3 BILL 3 ROOM WITH TANK

4 BILL 4: SAND FILLTER&COLLECTION CHAMBER USD

GRAND TOTAL USD 0.00

Name of Signatory: [insert here]

Designation: [insert here]
Signature: [sign here]

Date Signed: [insert here]

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