Bashmakh - Penjween Interchange No. 1 Bill Qnt.

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Interchange No. -1-

No. ItemDesc. Unit Qty

1

1-1 ML 420 18,000

1-2

1-2-1 KmL 0.5 30,000,000

1-2-2 Cu.M 800 15,000

Unit Price ID

Site preparation: Supply all necessary survying instrument such as levels and total stations for the whole duration of the work to set out plans and controling elevations , any necessary Reference and bench mark must be established and measured from main references as by the directions of site engineer . Fixing any missed refrence and establishing new refrences and :Including the following, in addition to transporting necessary equipement to the site. This price include setout all benchmarks and layout of the structures.Removing Asphalt and Concrete Pavement : Supply machines to remove existing pavements lies inside the project for cut and fill locations , the price includes : reshape and compact the base , back filling to original level with approved material and 95% MDD compaction and dispose to locations approved by site engineer . No extra payment for overhaul distance .Constructing the temporary access road: For locations where there will be enter course with existing road , The contractor is responsible to maintain the traffic flow during the construction of the road or reconstruction of any part of the road and bridges for the whole duration. Supply material, machinery and manpowers for construction of access roads (detours) wherever and at any station as directed by the site engineer ,opening or widening road ,shaping ,grading ,supply and constructing sub base type(A) 20cm thick. not less than 8m width ,a layer of prime coat ,a layer of stabilizer pavement 10cm (7m width) and the items below includes fixing required temporary traffic instruction signs as specified by site engineer and according to the R1 of S.S.R.B.

Cutting and Filling .Cutting in any type of soil , The resulting surface shall be graded and compacted to a minimum of 95% of MDD, and removing all excavated material to an approved area as directed by the site engineer. For embankment locations Supply material and construct embankments using suitable materials in compacted layers (20cm) each layers to 95% of MDD.Sub-base: Suply materials and Construction of 20 cm sub-base course Type -A- (section R 6 of the "Iraqi S.S.for Roads & Bridge ) in compacted layers each layers to be compacted to min.(95%MDD) The crown of the finished surface of the sub-base course and the slope of the finished sub-base layer of the shoulders shall be as shown on the drawings.

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1-2-3 Sq. M 3,500 17,000

Sub Total 1

2 Bridge Construction

2-1 Cu.m. 1430 5,000

2-2

M.L 783 700,000

Bituminous stabilizer course 10 cm thick after compaction to the requirements of section R9 of the Iraqi Specification this item include Prime coat to the requirements of section R8A of the Iraqi Specification.

Excavation in all kinds of soil including rock:- This item executed according to the lines, grades & dimensions, for the foundations of abutments, piers and retaining wall, this item including dewatering the trench, grading and well compacting final excavated surface according to instruction of site engineer. The price include backfilling excavation beyond limit of excavation with structure backfill and well compacting.Concrete work: The concrete work includes supply of materials (cement, sand, crushed aggregate, water, steel bars, labor, shuttering, curing after casting, specified slump test. Where compression strength has been defined, all necessary additional admixture) Mix design for each class of concrete should be prepared prior to starting concrete works. Form work: (Shuttering) Forms shall be constructed either of approved wood or steel in order to conform the shape, line, grade, external face must be fair faced and have sufficient strength to withstanding the pressure resulting from placement & vibration of concrete, well touching, tight enough not to bleeding and segregation of concrete. All exposed corners of concrete elements shall be chamfered 2cm unless otherwise noted. All materials and work items should be according to the specification, drawings, and instructions of Site Engineer. Note: using crushed aggregate or crushed stone is mandatory for all concrete work items. The price include all type of admixture required to achieve the specification.a-Drilled Pier for structure:Cast in place piers with diameter of 1.2m supply material cast reinforced concrete having minimum cylinder compressive strength of 300 kg/cm at 28 days age or cubic compressive strength of 350kg/cm at 28 days age, ( the cost includes provision and fixing of reinforcing steel bars and fixing of needed spacer according to the drawings and the requirements of section B4 (clause B4-05) of the Iraqi Standard Specification For Roads & Bridges issued in 1983 and its comprehensive amendment issued in July 1999 and instructions of Site Engineer). (the pricealso includes cost of pier test to determine actual pier bearing capacity and driven length, accordingly the precies number and length should be determined. and the price include the excavating of shaft to the disired depth.

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Cu.m. 90 130,000

Cu.m. 600 300,000

Cu.m 450 330,000

Cu.m 40 450,000

Cu.m 45 360,000

Cu.m 100 300,000

Cu.m 185 280,000

Cu.m 270 275,000

Cu.m 330 800,000

M.L 85 50,000

b- Lean concrete : Supply material and cast 10 cm thick of lean concrete under all reinforced concrete foundations, under reinforced concrete adjacent to ground, and the locations shown on the drawings according to instruction of site engineer. c- Reinforced Concrete Pile caps: Supply material cast Reinforced concrete giving minimum crushing strength of 300 kg/cm at 28 days Age by cube (15x15x15)cm.d- Reinforced Concrete for Abutments and wings: Supply material cast Reinforced concrete giving minimum crushing strength of 350 kg/cm at 28 days Age by cube (15 x 15 x 15)cm, the cost includes provision and fixing 4'' dai. PVC drainage perforated pipe inside 50 cm square of filter to be extended to daylight. The filter covered by allayer of suitable geotextile material .

e- Reinforced Concrete for column: Supply material cast Reinforced concrete giving minimum crushing strength of 350 kg/cm at 28 days Age by cube (15 x 15 x 15)cm.

f- Reinforced Concrete for bent Cap: Supply material cast Reinforced concrete giving minimum crushing strength of 350 kg/cm at 28 days Age by cube (15 x 15 x 15)cm.

g- Reinforced Concrete for approach Slab: Supply material cast Reinforced concrete giving minimum crushing strength of 300 kg/cm at 28 days Age by cube (15 x 15 x 15)cm.h- Reinforced Concrete for Deck Slab: Supply material cast Reinforced concrete giving minimum crushing strength of 350 kg/cm at 28 days Age by cube (15 x 15 x 15)cm.i- Reinforced Concrete for the Sidewalks: Supply material cast Reinforced concrete giving minimum crushing strength of 300 kg/cm at 28 days Age by cube (15 x 15 x 15)cm.j- Prestress Reinforced Concrete Girders:Provide, cast, transfer and lunch girders according to the Drawing, specification of AASHTO or ASTM, (the cost includes provision and fixing lifting device and inserts, admixture, pre- job mix to determine the type and quantities of admixture with all miscellaneous. Giving minimum Compression strength of 500 kg/cm at 28 days Age by cube (15 x 15 x 15)cm. Note: the contractor has full responsibility to provide a suitable method and device for lunching girders such as Lunching Girder. k- Prefabricated Facia Element : Supply materials and labours to construct prefabricated facia elements shown in drawings for bridge side walks as directed by site engineer .

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2-3 No. 76 500,000

2-4 M.L 150 120,000

2-5 M.L 42 750,000

2-6 M.L 22 1,000,000

2-7 M.L 140 85,000

2-8 ML 45 20,000

Sub Total 2

3

3-1 Cu.M 450.0 5,000

3-2 Cu.M 35.0 130,000

3-3 Cu.M 260.0 280,000

Elastomer Bearing Pad: Provide and place Provide and place approved reinforced Elastomeric Bearing pads according to the drawing and specification. This item should be manufactured from well-known European factory with approval documents.Galvanized Steel Bridge railings: supply material and install galvanized steel bridge railings, according to the drawing. Expansion Joint type 50: Provide and place according to manufactures instruction waterproof Expansion Joint. This item should be manufactured from well-known European factory with approval documents. The price is including all incidentals, and application works, according to the drawings and specification.Expansion Joint Type100: Provide and place according to manufactures instruction waterproof Expansion Joint. This item should be manufactured from well-known European factory with approval documents. The price is including all incidentals, and application works, according to the drawings and specification.

Single Guard rail : Provide and erect standard single guard rails complete, the price include all materials and work with approved delimitation.

Galvanized Steel pipe: Provide and place galvanized steel pipe with diameter 100mm at each 10m according to drawings and instructions of Site Engineer.

Wing Wall Construction: all concrte work should have same discription of item 2-2 above.

Excavation : Layout walls to the location and coordinates taken from drawings and supply necessary equipments to excavate in any type of soil (including rock) to dimensions shown in drawings for wall footing and keys , the price includes back filling to original ground with 25 cm thick layers and 90% MDD compaction .Lean Concrete : Supply material and cast 10 cm thick of lean concrete under the footing of walls and keys to the locations shown on the drawings according to instruction of site engineer. Reinforced Concrete Footing : Supply material cast Reinforced concrete Wall footing and keys giving minimum crushing strength of 300 kg/cm at 28 days Age by cube (15 x 15 x 15)cm, to the shapes and dimensions shown in drawings .

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3-4 Cu.M 280.0 350,000

3-5 Cu.M 150.0 15,000

Sub Total 3

4

4-1 ML 435.0 225,000

4-2 ML 160.0 280,000

4-3 ML 85.0 350,000

Sub Total 4

5

5-1 LS 1.0 25,000,000

5-2 Cu.m 42,960 3,500

Reinforced Concrete Walls : Supply material cast Reinforced concrete giving minimum crushing strength of 350 kg/cm at 28 days Age by cube (15 x 15 x 15)cm., to the shapes and dimensions shown in drawings , the price includes supplying and placing drainage plastic pipes 4" diameter shown in drawings .Filter : Supply filter material and lay behind the walls as in the drawings

Pipe Culvert Construction : supply material and install pre-cast reinforced concrete pipe culverts, This item includes excavation in any type of soil to the required dimensions, improving the base for unsuitable material and replacing with suitable materials and compaction to 95% of MDD, providing , laying , and jointing the pipes with cement mortar 1:3,Concrete 230kg/sq.cm for Base,Surrounding, and head walls.The item shall be done according to the drawing and R3 of SSRB.

Single pipe culvert 60 cm inside diameter (Type -a1-)Single pipe culvert 75 cm inside diameter (Type -a2-)Double pipe culvert 60 cm inside diameter (Type -b1-)

Earth work: Suply materials and Construct the road according to the drawing (profiles, cross sections and any other details) .The sub grade (the active soil layer),30cm below formation level in cut and fill area shall be according to R 5 11 /4-iii.b.(except CBR value shall be not less than 8% ).

Clearing and grubbing: Shall be done according to R2 of S.S of road and bridge.

Cutting:Supply machines and labours to cut in any type of soil to the dimensions and grades shown in road profiles and cross sections according to clause R5 02 of (SSRB) , the price includes , transporting unused material to approved locations by site engineer and no extra payment for over haul distance . The price includes constructing side ditches as shown in the drawings .

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5-3 Cu.m 223,730 6,000

5-4 Cu.m 1,260 9,000

5-5 Sq.M 28,660 500

Sub Total 5

6

6-1 Cu.m 9,160 20,000

6-2 Cu.m 2,980 25,000

Embankment Construction :Supply approved suitable materials(no extra payment for over haul distance) and construct embankment in layers not exceeding 20 cm thick after compaction to the dimensions and grades shown in road profiles and cross sections and compacting each layer properly according to R5 11 4 of SSRB (except CBR value shall be not less than 8% ). and as directed by site engineer and all requirements of this item shall be done according to R5 11 of SSRB.Improvement of Sub grade in Cutting : For cutting locations where CBR value is less than 8% or soil MDD is less than 1.7 gm/cm3 (unsuitable materials) , the top soil up to 30 cm below formation level shall be excavated and disposed of and replacing with approved filling material with CBR not less than 8% , the price includes cutting , transporting disposals to any distance , supplying approved material from any distance and refilling and compacting up to 95% MDD according to Clause R5 11 of (SSRB) .Reshaping and Grading : Supply machines to reshape and grade the remaing areas surounded by alignments match lines to regulate surface drainage to culvert inlets , the price includes cutting and filling to any depth required by site engineer with good surface compaction

Structure layers: Sub base,Base course&Hot mix asphalt layers. Ditch construction and curbstones: Hint : all road structure layers should be laid by sensor finisher for total width of carriage way )

Sub-base Type -A-: Supply material and construct (20 cm ) thickness sub-base type (A) by Batch plant to the required sizes and grades with proper moisture content, it must lay with digital or sensor paver machine , it must compact up to 95% of MDD ,matrilas and other requirements must comply with section R6 of (SSRB) and related drawings .

Base Course Construction : Supply crushed limestone or crushed gravel to construct each layer (10 cm thickness after compaction)by Batch plant to the required sizes and grades. It must give a minimum CBR value of 80% , and lay by digital or sensor paver machine with compacting up to 98% MDD. All requirments of this item shall be according to section R7 of (SSRB) and related drawings.

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6-3

6-3-1 Sq.M 24,420 1,000

6-3-2 Sq.M 22,900 25,000

6-3-3 Sq.M 22,900 1,000

6-3-4 Sq.M 21,950 16,000

6-3-5 Sq.M 21,950 1,000

Bituminous pavement: All works shall be performed accurately to the lines, grades and cross-sections (including the crown) shown on the drawings. and stipulated in clause R9 11 of the "Iraqi standard specification" for roads & bridges. the bulk density of the finished mixture shall not be less than 97% of the libratory bulk density The bitumen used for bituminous mixture shall be grade (40 - 50),(50-60) and shall be approved by the Engineers Representative to check compliance with clauses R9 02& R9 03. Hot mix asphalt concrete pavement: preparation of job mix formula for approvals by engineers representative and all other requirements of materials , job mixes, mixing, transportation, spreading, joining, and compactions shall be with in the requirements and specification mentioned in R9 of SSRB (Except the required stability),and its the responsibility of the contractor.

Bituminous prime coat : supply materials and machines to spray layer of bituminous prime coat over the base course layer for the dimensions shown in drawings and according to section R8A of (SSRB).

Bituminous Stablized Base Course : Supply materials and machines to laying of two layer of stablized base course ( max. thick layer 8 cm) , including spraying a layer of tack coat and having min. marshal stability of 7KN) by digital paver machine to the dimensions and specifications shown in drawings and according to Section R9 of (SSRB) . [except required stability]Bituminous Tack Coat : Supply materials and machines to spray a layer of bituminous tack coat over the stabilizer and binder layers to the dimensions shown in drawings and according to Section R8B of (SSRB) .Bituminous Binder Course: Supply materials and machines to lay a layer of binder course 8 cm thick after compaction and having min. marshal stability of (8 KN) by digital paver machine to dimension and speicfication shown in the drawings (in one continuous operation) and according to Section R9 of (SSRB), (Except the required stability). job mix formula and all other requirement are the responsibility of the contracor.

Bituminous Tack Coat : Supply materials and machines to spray a layer of bituminous tack coat over binder layer to the dimensions shown in drawings and according to Section R8B of (SSRB) .

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6-3-6 Sq.M 21,350 10,000

6-4 Cu.m 5,740 20,000

6-5 ML 210 80,000

Sub Total 6

7

7-1 ML 3,400.0 80,000

7-2

Bituminous Surface Course : Supply materials and machines to lay a layer of surface course 4 cm thick after compaction and having minimum marshal stability of (10 KN) by digital paver machine to the dimensions and specifications shown in drawings (in one continuous operation) and according to Section R9 of (SSRB) .(Except the required stability ).job mix formula and all other requirement are the responsibility of the contracor.The price including using additive (Polymer) after scientifics studies by the contractor and approved by the employer. Construction of Sub-base type B : Supply material and construct sub-base type B for shoulders prepared by batch plant to the sizes and grades shown in R6/1 of (S.S.R.B) with proper moisture content giving 95% of MDD and min. CBR value of 35% , it must lay with digital or sensor paver machine and thickness shown in the drawings , the whole work must comply with section R6 of (SSRB) and related drawings .Side Ditch Lining : Supply machines and labours to grade and level side ditches to the grades and dimensions shown in drawings then compacting up to 90% MDD and casting plain concrete (210 kg/cm2) to the dimensions shown in drawings for side ditches , the price includes regulating the base , laying nylon sheet , constructing expansion joints (1") at 5 m lonitudinaly and filling joints with Arbcol EXTRA BS , EN & IOS .

TRAFFIC , LANE DIVIDER, GUIDE LINES AND GUARD RAIL : Single Guard Rails : Supply materials , labours and machines to construct single guard rails shown in drawings for shoulders , the price includes setting guard rails by drive into the ground or casting the post with lean concrete in rocky areas as shown in drawings , quantity calculated as ML including : rail post , rail member , end cap , fittings , bolts , red reflector triangle and any other necesities shown in drawings and according to Section R14 of (SSRB) Traffic sign :Supply materials and construct complete structure of all kinds of traffic signs according to Section R15 of (SSRB) including concrete base , posts, sign plates and fittings as shown in the drawings & attached specification. The price includes furnishing and installing of all materials and the performance of all work involved in the construction of the traffic signs including necessary excavation fixing poles according to the drawing and backfilling." Sheet shall be galvanized 2mm thickness with electrostatic color.

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7-2-1 No. 25 180,000

7-2-2 No. 10 180,000

7-2-3 No. 10 180,000

7-2-4 No. 60 100,000

7-2-5 No. 40 30,000

7-2-6 No. 4 180,000

7-3

7-3-1 ML 7,030.0 5,500

7-3-2 ML 1,075.0 4,000

Warning Signs : must be internally illuminated using Glass Reinforced Plastic (GRP) with reflectorized color , for locations indicated in drawings and wherever indicated by site engineer . Regulatory Signs : must be internally illuminated using Glass Reinforced Plastic (GRP) with reflectorized color , for locations indicated in drawings and wherever indicated by site engineer .c- Guide Signs : must be gulvanized steel plate 1.25 mm thick with reflectorized color for any size at locations indicated in drawings and wherever indicated by site engineer .

Chevron : must be internally illuminated using Glass Reinforced Plastic (GRP) with reflectorized color , for locations indicated in drawings and wherever indicated by site engineer .

Road Edge Marker (Delineator) : must be internally illuminated using Glass Reinforced Plastic (GRP) with reflectorized color , for locations indicated in drawings and wherever indicated by site engineer .

Hazard Marker : must be gulvanized steel plate 1.25 mm thick with reflectorized color (red and white) for locations indicated in drawings .

Road Marking: Supply material and place thermoplastic road marking paint according to attached specification , product by arced materials thickness ( 3mm) for edge and center line . Including surface cleaning marking the lines,, necessary drawing and forms .Binder (Resin and oil) ------- 20+-2 % by mass of mixture.Solid Glass Beads ------- 20 minimum % by mass of mixture.

Aggregates together with pigment Extender and glass beads------- 80+-2 % by mass of mixture.

Provide and place on the surface of pavements continuous guide lines of thermoplastic reflector materials having 20 cm width, 3mm thickness as directed by R.E and under section R16.

Broken line marking , white thermoplastic color , reflectorized and shall be laid by spray application 3 mm thick , 12 cm width for lane lines and 20 cm width for acceleration and deceleraion lane lines ( the same price for both) .the intervals are 9 -9 m for the lane lines and 3-3 m for othe deceleration and acceleration lines as shown in drawings .

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7-3-3 No. 42.0 30,000

Sub Total 78 Interchange Lighting

8-1 Civil Work

8-1-1 375.0 8,000

8-1-2 M.L. 4,500.0 20,000

8-1-3 No. 13.0 90,000

8-1-4 No. 1.0 400,000

8-1-5 No. 6.0 25,000

Marking with figures for ahead arrows , turning arrows , acceleration arrows and deceleration arrows for the dimensions and locations shown in drawings , using white thermoplastic color , reflectorized and shall be laid by spray application 3 mm thick .

Excavation note: Excavation must be kept away from the existing trees,and great care must be taken not to damage any existing cables,sewer or water pipes whether indicated or not if any cable or pipe is damaged due to excavation it is the contractor responsibility to make whatever amendment is required to reinstate and re-fix the damaged cable or pipe immediately without any delay and on his expense whatever the cost, incase of failure to do so G.D.o.E will do the required without prior warning to the contractor and will deduct the cost from the contractors payment.

Excavation of any kind of soil (W: 60cm , D:100cm) for cable trenchs shown in drawing (I1-4L-7 / 170) m3

Excavation for under ground trenches for the cables 4x16mm2 and 4x25 mm2 : ( WxD :0.3x0.5) m,,with 3" High pressure PVC pipe , excavation in any kind of soil, then to be surrounded by smooth sand from all directions,warning tape, finally backfilling the trench. as shown in drawing (I1-4L-3 / 170)External manhole 40x40x60 cm, the price includes providing all required materials, excavation in pavement, curbstone or any kind of soil, crushed stone, compacting,(28 Mpa) concrete foundation 15cm height, building walls by concrete blocks 40x20x12 cm using 1:3 mortar , also cement plastering walls 1:3 mortar not less than 2cm, then internally coated with three layers of flincoats, finally using cast iron cover with all requirements.

External manhole 100x100x120 cm, the price includes providing all required materials, excavation in pavement, curbstone or any kind of soil, crushed stone, compacting, (28 Mpa) concrete foundation 20cm height, building walls by concrete blocks 40x20x20 cm using 1:3 concrete mix, also cement plastering walls 1:3 concrete mix not less than 2cm, then internally coated with three layers of flincoats, finally using cast iron cover with all requirements.& it should have drainage to discharge water.Supply material , lay and fix of Copper or Aluminum warning plate (15x15x0.5) cm (Drawing No.I1-4L-8/170)

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8-1-6 No. 10.0 45,000

8-1-7 ml 625.0 750

8-1-8 Soft sand to cover the cables 103.0 25,000

8-1-9 No. 4,275.0 900

15.0 250,000

220.0 8,000

ml 125.0 15,000

8-2

8-2-1 ml 2,000.0 30,000

8-2-2 set 2.0 400,000

8-2-3 set 2.0 400,000

8-2-4 each 1.0 33,000,000

8-2-5 Box 1.0 40,000

Supply material , lay and fix of Concrete mark . See Sheet No. (I1-4L-10 / 170)Supply and lay warning tape (20x0.01) cm according to the drawings

m3

supply Concretic protection Block ( 12x20x40) and lay over sand layer .

8-1-10

Placing Concrete (28 Mpa) for crossing electrical cable trench with reinforced steel 12mm @ 10cm c/c both layer up to necessary depth according to drawing and instruction engineer .

m3

8-1-11

Back Filling with Compacted approved material (Sub-Base)(Type-B) By Layer ,each layer must be 20cm with compaction MDD 95%.

m3

8-1-12

Supply and installation of PVC high pressure 10 bar pipe 6" dia. For cables according to drawing , the price include supply and laying steel wire 5mm dia. Inside the pipe for pulling the cables and all accessories.Electric Works (any item must conside with standard specifications)

Delivering of 12/20kV Al. wire armoure cable XLPE Insulated,Single Core Cables,( 1x185mm/25,Cu/XLPE/Cu screen/AWA/PVC) , according to the specification Supply & install 11kv cable outdoor termination 12/20kv according to specification for Al. wire armoure cable ( 1x185mm/25,Cu/XLPE/Cu screen/AWA/PVC) .The price include man power for terminating Supply & install 11kv cable Indoor termination 12/20kv according to specification for Al. wire armoure cable ( 1x185mm/25,Cu/XLPE/Cu screen/AWA/PVC) .The price include man power for terminating Supply , install & test of Kiosk Transformer 11/0.4 KV,100 KVA having Ring main unit Schneider or Siemens or equivalent (1x11kV Incoming feeder,1x11kV Transformer feeder & 1x11kV outgoing feeder). 1xMCCB 160A LV Board & 2x100A MCCB (Best Type)for street lighting and with all accessories such as , 2xphotocell ,triple pole magnetic contactor Ith=125A Schneider France made or equivalent (Best Type ),4x40A MCB , 1x Selector switch three options ( On, Off and Auto)suitable, capacitor banks, it should have manufacturer certification and to be complied with the international standards and specifications. (the price includes earthing of kiosk tran.)

Cable Ties for Clamping cables (European Made) according to the Drawings .

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8-2-6 ml 2,000.0 2,000

8-2-7 each 2.0 300,000

8-2-8 No. 4.0 4,000,000

8-2-9 No. 18.0 1,150,000

No. 117.0 900,000

No. 36.0 300,000

No. 117.0 250,000

No. 2.0 950,000

No. 12.0 760,000

No. 4.0 300,000

No. 12.0 250,000

Manpower for laying Mv ( 1x185 sqmm) inside the trench .

Lightning arrestors12kV,10kA,Earthing system (Cu Wire 95mm2 & 50mm2 ,Cu earth Rod 1.5m,16mm dia) ,Galvanised pipes3/4" ,PVC pipe 4"

20m High Mast Pole with 8x400 watt Projectors , galvanized iron pole, Octangonal shape 6mm thickness, at the bottom and 6mm at the middle and 5mm at the top, the price also includes terminal block connections, excavation in any kind of soil,with all accessories such as lightning arrestors and indication lamp , according to The Drawing (the Price includes manpower of Installation)

12 m height with double arms(3m) ,galvanized iron pole, pipe shape 4mm thickness, 240mm at the bottom and 60mm at the top, the price also includes terminal block connections, excavation in any kind of soil, pre - cast concrete basement( 70x70x120cm) 1:2:4 concrete mix on 10 cm crushed stone, pole erection, backfilling and all requirements to implement the works entirely.

8-2-10

9 m height with single arm (1m) ,galvanized iron pole , pipe shape 4mm thickness, 190mm at the bottom and 60mm at the top, the price also includes terminal block connections, excavation in any kind of soil, pre - cast concrete basement( 70x70x100cm) 1:2:4 concrete mix on 10 cm crushed stone, pole erection, backfilling and all requirements to implement the works entirely.

8-2-11

Lighting fixture( Philips mark ), water proof, equipped with aluminum reflector and HPSV 400 watt lamp, ballast and power factor correction capacitor, completely enclosed type with clear glass cover.

8-2-12

Lighting fixture( Philips mark ), water proof, equipped with aluminum reflector and HPSV 250 watt lamp, ballast and power factor correction capacitor, completely enclosed type with clear glass cover.

8-2-13

12 m height with double arms ,galvanized iron pole , pipe shape 4mm thickness, 240mm at the bottom and 60mm at the top, for spare part.

8-2-14

9 m height with single arm ,galvanized iron pole, pipe shape 4mm thickness, 190mm at the bottom and 60mm at the top, for spare part.

8-2-15

Lighting fixture, water proof, equipped with aluminum reflector and HPSV 400 watt lamp, ballast and power factor correction capacitor, completely enclosed type with clear glass cover.for spare part.

8-2-16

Lighting fixture, water proof, equipped with aluminum reflector and HPSV 250 watt lamp, ballast and power factor correction capacitor, completely enclosed type with clear glass cover.for spare part.

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No. 153.0 8,000

No. 143.0 40,000

M.L. 4,000.0 11,000

M.L. 550.0 15,000

M.L. 450.0 5,000

M.L. 2,500.0 2,500

Sub Total 8Grand Total

8-2-17

Circuit breaker 6 Amp connector inside the lighting Pole .

8-2-18

Supply of Cu. earth rod Dia.16mm , 1.5m length for each the lighting Poles.

8-2-19

4x16 mm2 cable NYY armored type, 0.6/1KV, PVC with copper conductors ,the work including laying the cable inside 3" PVC Pipe , connecting to photo cell and connecting each poles together ( including joining and extending the cable inside the poles ).

8-2-20

4x25 mm2 cable NYY armored type, 0.6/1KV, PVC with copper conductors ,the work including laying the cable inside 3" PVC Pipe , connecting to photo cell and connecting each high mast together ( including joining and extending the cable inside the high masts ).

8-2-21

1x10 mm2 cable NYY , type, 0.6/1KV, PVC with copper conductors ,the work including laying the cable , connecting to Cu. Earth road and connecting each poles.

8-2-22

2x2.5 mm2 cable NYY type, 0.6/1KV, non - armored, PVC/PVC with copper conductors, the cable will be installed inside the pole from the basement to the fixtures.

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Interchange No. -1-

7,560,000

15,000,000

12,000,000

Item Cost ID

of 26

59,500,000

94,060,000

7,150,000

548,100,000

of 26

11,700,000

180,000,000

148,500,000

18,000,000

16,200,000

30,000,000

51,800,000

74,250,000

264,000,000

4,250,000

of 26

38,000,000

18,000,000

31,500,000

22,000,000

11,900,000

900,000

###

2,250,000

4,550,000

72,800,000

of 26

98,000,000

2,250,000

179,850,000

97,875,000

44,800,000

29,750,000

172,425,000

25,000,000

150,360,000

of 26

###

11,340,000

14,330,000

###

183,200,000

74,500,000

of 26

24,420,000

572,500,000

22,900,000

351,200,000

21,950,000

of 26

213,500,000

114,800,000

16,800,000

###

272,000,000

of 26

4,500,000

1,800,000

1,800,000

6,000,000

1,200,000

720,000

38,665,000

4,300,000

of 26

1,260,000

332,245,000

3,000,000

90,000,000

1,170,000

400,000

150,000

of 26

450,000

468,750

2,575,000

3,847,500

3,750,000

1,760,000

1,875,000

60,000,000

800,000

800,000

33,000,000

40,000

of 26

4,000,000

600,000

16,000,000

20,700,000

105,300,000

10,800,000

29,250,000

1,900,000

9,120,000

1,200,000

3,000,000

of 26

1,224,000

5,720,000

44,000,000

8,250,000

2,250,000

6,250,000

473,650,250###

Sheet2

Bashmakh - Penjween Interchange No. 1 Bill Qnt.

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Transcript of Bashmakh - Penjween Interchange No. 1 Bill Qnt.