Item

Description

Unit

Qty

Unit Rate

Total

1

Preliminaries / Site Prep

1.1

Site Preparation: This site will need to be cleared of all rubbish, bushes, and materials. Remove any obstacles to the safe access of construction workers is also to be planned for; including any buried materials that will interfere with the establishment of the various civil works. All initial site preparation, clean-up and removal of materials to be conducted to the instructions of the site manager and the approval of the Supervising Engineer.

Lump Sum

1

1.2

Electrical, Water supply and Running cost: The Contractor shall establish and commission an adequate temporary electrical and water supply for the works, suitable for all purposes, until handing over and shall pay all charges for all electrical and water consumption. Including any necessary cables, generators, MDBs, water pumps, water storage tanks, distribution pipe network, etc. required for the execution of the works. Running costs, price includes; Power & services, water, documents, photos, records, and Client meetings on site.

Lump Sum

1

1.3

Sign Boards: The Contractor shall establish and maintain One (1) sign boards for the Site (1.5 m width X 2m height), total height of sign board is 3 m, consisting of painted galvanized steel board plate, steel tubular section, steel angles, all painted with two coats white oil paint back and front and supported above the ground with steel framing and struts painted matt black and set into the ground and fixed in concrete foundation size (10 x 10 x 10). The sign board shall be lettered by a skilled sign writer in Arabic and English and shall include: The Project details, specific mention of the THABAT AF1 project's stakeholders as per the approved design by Mercy corps. Large scale layouts are to be submitted to the Supervising Engineer for approval before manufacture. No advertising material other than this will be permitted. No other sign boards or advertisements on or around the site will be permitted unless approved by the Supervising Engineer.

Lump Sum

3

1.4

Cleaning the Works: Immediately prior to handing over the Works the Contractor shall thoroughly clean all project site area, remove material and generally keep the area ready for operation and use all to the approval of the Supervising Engineer.

Lump Sum

1

1.4

Temporary Sanitary Facilities: The contractor shall establish basic worksite services including all temporary separate sanitary facilities for men and women that are sufficient in number and conveniently and safely located (mobile sanitary facilities could be considered).

Lump Sum

1

1.5

PPE & OSH: The contractor should design and install all worksite safety and personal protective equipment requirements signage. In addition to all work and occupational safety signs all around the site. Safety and Health provision, traffic barriers at site limit, safety gears for all laborers, proper tools and PPEs (including COVID-19 prevention measures). Safety equipment, hazard & traffic management, safe-working requirements, health/safety records & analysis, supervision & training, induction, protective clothing; & the like; Site bins and cleaning.

Lump Sum

1

1.6

Insurance payment: The contractor should provide and pay for accident and liability: workman’s compensation, Liability insurance and third party. This amount will be paid to the contractor upon submission of payment receipt to the relevant authorities.

Lump Sum

1

1.7

Materials Storage and Site office: The Contractor shall provide and maintain temporary storage and site office made of zinc sheets and steel pipes fixed on reinforced concrete slab and use it as materials storage (cement and other perishable materials and the like) and site office for regular meetings. Contractors should also provide chairs and tables for regular site meetings.

Lump Sum

1

TOTAL FOR ALL SECTIONS (USD)

VAT 17%

GRAND TOTAL for BoQ 0

Item

Work Description

Unit

Quantity

Unit Price

Total Cost

1

Demolition and removal of existing concrete floor (1.8m diameter, 20cm thick) and disposal off-site

m²

3

2

Ditto, but for water drainage line (3.5m long, 30cm wide)

m.l

3.5

3

Excavation to a depth of 50cm and disposal off-site

m³

8

4

Supply and fill with selected fill material (Reqaita) in two layers, 50cm total depth, with proper watering and compaction

m³

8

5

Supply and cast reinforced concrete floor (circular, 1.8m diameter), using 12mm @150mm c/c in both directions, mix 1:2:4, the floor is 15cm thick, cured for 5 days

m³

0.4

6

Ditto, but for collection pit (1m x 1m), 15cm thick

m³

0.15

7

Supply and construct U-shape Sectioned water drainage channel (3.5m long, 30cm wide, 10cm thick with 5cm raised sides) using plain concrete mix 1:3:6, including proper slope, plastering, and 5-day curing

m³

0.8

Total

17% VAT

GRAND TOTAL for BoQ 1

Item No.

Description

Unit

Quantity

Unit Rate

Total Amount

1

Conduct water quality testing

L.S

1

2

Supply and installation of 11 pieces of 1¼" Indian-made riser pipes, each 3 meters long

No

11

3

Supply and installation of 11 hand pump rods

Operation

11

4

Supply and installation of 1 complete cylinder

Operation

1

5

Supply and installation of 1 manual pump basin

Operation

1

6

Supply and installation of 1 complete manual pump head

Operation

1

Total

17% VAT

GRAND TOTAL for BoQ 2

Item No.

Description

Unit

Quantity

Unit Rate

Total Amount

1

Conduct water quality testing

L.S

1

2

Supply and installation of 10 pieces of 1¼" Indian-made riser pipes, each 3 meters long

No

10

3

Supply and installation of 10 hand pump rods

Operation

10

4

Supply and installation of 1 complete cylinder

Operation

1

5

Supply and installation of 1 manual pump basin

Operation

1

6

Supply and installation of 1 complete manual pump head

Operation

1

Total

17% VAT

GRAND TOTAL for BoQ 3

Item No.

Description

Unit

Quantity

Unit Rate

Total Amount

1

Well production test / Conduct water quality testing Execution of constant-rate pumping test

L.S

1

2

Supply and installation of 12 Indian-made pipes, 1.25 inches in diameter and 3 meters long, including a half-clamp and a well cap, as directed by the supervising engineer.

No.

12

3

Supply and installation of a European-made, 1.25-inch electric submersible pump. The pump's impellers are made of rust-resistant steel. Its output is 3 to 5 cubic meters with a vertical lift of 60-75 meters. The pump comes with all its accessories, including a control panel, a changeover switch, and an electrode cable, as directed by the supervising engineer.

Job

1

4

Supply and installation of a 6 mm, 3-wire flat borehole cable, as directed by the supervising engineer.

ML

50

5

Removal of the old fence and supply of materials and construction of a new fence from 5 mm wire mesh with 5x5 cm openings. Dimensions: 20x20 meters. Specifications: imported angle iron posts (3-inch, 5 mm in the corners and 2-inch, 5 mm at 200 cm intervals). Holes are 40x40x60 cm. The fence height is 150 cm above ground. The angles are secured with four horizontal lines of 12 mm standard rebar and a 1:3:6 concrete mix. The posts will be thoroughly watered.

ML

80

6

Supply and installation of 5 m³ plastic water tank (Tiga brand), including inlet and outlet piping using 1" galvanized pipes, brass ball valve (1"), all necessary water connections, and mounting on a steel frame made of 1½" angle iron and 1¼" flat bars, painted white — as per supervising engineer’s instructions

No

1

7

Supply and installation of double-leaf gate (total width 350 cm), frame of 2"×5 mm imported angle, infill of 10 mm steel bars spaced 20 cm horizontally and vertically, 3"×5 mm angle posts fixed in 50×50×70 cm concrete base, gate ramp, appropriate painting

Job

1

8

Supply and Installation of Large Distribution System: Provide materials and install one 2" galvanized standpipe with a 2" brass ball valve and 8m long 2" hose nozzle, including all necessary operational and control connections. Supply materials and construct a kiosk using 2-inch, 5mm thick angle bars and 35-gauge zinc panels, with expanded metal walls (dimensions: 2m x 2m x 2.5m). The kiosk includes a zinc roof, expanded metal side walls, a single-panel door, concrete flooring, and painting per specifications and supervising engineer’s instructions

L.S

1

9

Construction of the distribution point with dimensions (200×70×50 cm) and flooring (3×3 m). Supply and installation of 6 brass taps, ¾", with all necessary connections as per engineer’s directions.

L.S

1

Total

17% VAT

GRAND TOTAL for BoQ 4

BoQ No.

BoQ Name

Frequency

BoQ Amount

Total Amount

0

BoQ 0: Preliminaries

1

1

BoQ 1: Typical Civil Work for Hand Pumps

2

2

BoQ 2: Rehabilitation of Alshamam Hand Pump

1

3

BoQ 3: Rehabilitation of Makankana Hand Pump

1

4

BoQ 4: Rehabilitation of Wad Abakar Water Yard

1

Total Financial Offer