MINISTRY OF PUBLIC WORKS

Bill of Quantities

CONTRACT ID: MPW/JPN/NRAP/WEST/GOR/001/C2/002Location: Ghor Province Road Category: Secondary Road

Length : 2750 m

Work description Unit Quantity

BILL NO. 1 : PRIMARILY AND GENERAL REQUIREMENT

12/1 Lump sum 1.00

12/3 Lump sum 1.00

15/1 m 2,750.00

Sub-Total for Bill No. : 1Bill No. 2 : CLEARING AND EARTH WORKS

24/1

Cum 367.20

Cum 1,100.00

25/5 Cum 214.00

REHABILITATION OF CHAGHCHARAN CITY ROAD SECTION B AND C3 (Lot - 2) SECTION B = 2350M AND SECTION C3 = 400M

(ASPHALT OPTION)

Item No.

Unit rate in

USD.

Total Cost in USD.

Mobilization at site is for the cost of establishing security, plant, equipment, facilities and personnel upon the site. Provision and installation of two (2) sub-project sign boards as directed by the Engineer.

Demobilization from site shall be compensation in full for the costs of removing plant, equipment, facilities, personnel, and restoration of site.

Setting out the horizontal alignment and elevation levels, placement of ranging rods and profile boards to determine the exact alignment of the road. All the structure will be as per design level & alignment provided by the UNOPS.

Roadway excavation to spoil materials: Cutting & Filling of the embankments as specified and directed by the engineer. Material surplus or considered unsuitable for the works shall be transported from site and disposed of to the satisfaction of the Engina) Excavation for structure foundation

b) Excavation in hilly area or along the road: excavation shall consist of excavating or re-excavating hilly area beside the road or along the road and to be used for filling as required on the road within the project, reserve all as shown on the Drawings

Embankment backfilling behind the structure with layer by layer compaction. Thickness of each layer will not be more than 200 mm.

27/1 Cum 6,900.00

28/1 Sqm 52,250.00

Sub-Total for Bill No. : 2BILL NO. 3 : SOIL AGGREGATE PAVEMENTS

32/1 Cum 9,350.00

33/1 Crushed stone base course (Grade -B)

Cum 7,425.00

Sub-Total for Bill No. : 3BILL NO. 4 : BITUMINOUS PAVEMENT WORKS

43/1 Sqm 46,750.00

44/3 Asphalt Wearing Course 40 mm Sqm 46,750.00

43/2 Sqm 38,500.00

44/4 Asphalt Binder Course 50 mm Sqm 38,500.00

Sub-Total for Bill No. : 4BILL NO. 5 : MISCELLANEOUS WORKS

Road way embankment (as per field required) consist of the construction of embankment (each layer 200 mm compacted), including pre-loaded embankment, and berms and furnishing, placing, compacting and shaping material obtained from approved sources, to the

Sub-grade preparation will consist of the preparation of the top of the existing road surface (95% compaction) to accommodate the placement of the pavement structure, shoulder and other cross section futures in accordance with these specifications and in

Sub base (natural river gravel & graded) measured in the final position after compaction to the specified density and the quantity shall be calculated as the product of the nominal depth as per drawing.

Measured in final position after compaction. Material is to be approved by the Lab. test (Min CBR 80% and L. A.<30) for the Contract. The Contractor must provide a compactor of at least 10 tonne static mass. A profile camber board is to be used on site du

Bituminous Prime coat ( 0.8 to 1.2 liter/sqm)

Bituminous Tack coat (0.15 to 0.50 liter/sqm)

Sqm 22.00

51/6 Cum 775.00

52/3 Lin M 5,500.00

52/4 Lin M 2,750.00

Sub-Total for Bill No. : 5BILL NO.7 : CONCRETE WORKS

72/1 Tonne 86.00

Cum 273.00

75/10 Cum 2,046.00

Sub-Total for Bill No. : 7

51/2 (a)

100 mm thick grouted stone pitching in culvert floor and apron, the furnishing of materials and construction of a protective covering in stone pitching-Grouted pitching. The spaces between the stones shall be filled with cement mortar composed of one part

Stone masonry walls constructed with stones set in cement mortar (1:4) as indicated on the drawings, specified or ordered. The minimum mass of stone shall be 10 Kg. The rate shall include full compensation for furnishing all materials, trimming of areas,

Concrete Kerb Type- A including casting and placing as per specification drawing and direction of engineer in charge

Concrete Kerb Type - B including casting and placing as per specification drawing and direction of the engineer in charge

Furnish and place mild steel deformed reinforcing Bars 40 grade and having minimum yield strength not less than 275 Mpa including cutting, bending and binding with wire, placement as per design etc. all complete.

75/9 (a)

Blinding concrete 15 Mpa (Mix. ratio min. 1:2:4) for side drain, culvert. Retaining wall and top of Stone masonry wall.Construction of reinforced cement concrete excluding the reinforcing steel bars

i/c supply of all materials, Staging, shuttering, centering and labours etc. completeConcrete in Culverts/Side drain /Apron

slab, etc. (25 Mpa or mix ratio 1:1.5:3) as per drawings.

MINISTRY OF PUBLIC WORKS

Summary of Bill of Quantities

CONTRACT ID: MPW/JPN/NRAP/WEST/GOR/001/C2/002

Location: Ghor Province Road Category: Secondary Road

Length : 2750 m

Bill No. Descriptions Amount in USD

1 PRELIMINARY AND GENERAL REQUIREMENT

2 CLEARING AND EARTH WORKS

3 SOIL AGGREGATE PAVEMENTS

4 BITUMINOUS PAVEMENT WORKS

5 MISCELLANEOUS WORKS

7 CONCRETE WORKS

A TOTAL BID AMOUNT =

Tender Sum in Words:……………………………………………………

Signature of Contractor and Date:…………………………………………………………………….

REHABILITATION OF CHAGHCHARAN CITY ROAD SECTION B AND C3 (Lot - 2)

SECTION B = 2350M AND SECTION C3 = 400M(ASPHALT OPTION)