Unit Rate Framework NI - KA 2014

Schedule of Rate - Division Network Improvement and Key Account Works

I GENERAL REQUIREMENTS

Generally

General requirements shall include : Item- mobilisation and demobilisation- field engineering (survey)- site management- temporary utilities (electrical and lighting)- temporary controls (dewatering and sand bags)- coordinations and approvals from local concerned authority- shop drawings and as-built drawing- reporting and documentation- construction tools and equipments- site cleaning-

A

Total project cost :1 Less than 50.000.000 % 15

2 50.000.000 - 100.000.000 % 13

3 100.000.000 - 200.000.000 % 11

4 200.000.000 - 400.000.000 % 10

5 More than 400.000.000 % 9

B For project located in Divisi Utara


2 50.000.000 - 100.000.000 % 11

3 100.000.000 - 200.000.000 % 10

4 200.000.000 - 400.000.000 % 9

5 More than 400.000.000 % 8

C For project located in Divisi Tengah or Divisi Selatan


2 50.000.000 - 100.000.000 % 9

3 100.000.000 - 200.000.000 % 7

4 200.000.000 - 400.000.000 % 6

5 More than 400.000.000 % 4

FRAMEWORK AGREEMENT 2014

Item No Item Description Unit

any coordination required with concerned institution during implementation of contract (from Purchase Order issued to closing Purchase Order)

For project located at busway track, toll way, highway, railway, Harbour area.

Rate - 2014

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Schedule of Rate - Division Network Improvement and Key Account WorksFRAMEWORK AGREEMENT 2014

Item No Item Description Unit Rate - 2014

D For all projects (percentage to total project cost)

1 traffic management (road sign, barrier, banner) % 1

Less than 50.000.000

50.000.000 - 100.000.000

100.000.000 - 200.000.000

200.000.000 - 400.000.000

More than 400.000.000

2 temporary site office and stockyard % 2


50.000.000 - 100.000.000

100.000.000 - 200.000.000

200.000.000 - 400.000.000

More than 400.000.000

3 health and safety equipments % 2


50.000.000 - 100.000.000

100.000.000 - 200.000.000

200.000.000 - 400.000.000

More than 400.000.000

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REMEASUREMENT

II SITE WORKS

Test Pits / Trial Holes as specified

Price shall include :- Mobilisation and Demobilisation- Road sign, Barriers, Banners, and all necessary Safety Provision - Standard Tools and Safety Equipments- Heavy equipment such as excavator, steel padding, crane,

asphalt/concrete breaker, sheet pile, etc shall be included in unit rate- Site Cleaning- All necessary Coordinations with related Institutions

A Excavation as specified (maximum depth 2.00 meter)

1 excavation in asphalt pavement (1.0mx0.6mx1.3m, 1 pit) m3 120,700

2 excavation in concrete rigid pavement (1.0mx0.6mx1.3m, 1 pit) m3 140,300

3 excavation in concrete floor (1.0mx0.6mx1.3m, 1 pit) m3 111,300

4 excavation in interblock (1.0mx0.6mx1.3m, 1 pit) m3 61,900

5 excavation in berm (1.0mx0.6mx1.3m, 1 pit) m3 60,300

B Demolition of existing concrete rigid pavement

1 1 layer pavement, thickness 30cm m3 220,000

2 2 layers pavement, thickness 60cm m3 220,000

C Removing as specified

1 removing and reinstalling concrete paving block m2 31,500

2 transport and disposal of demolished material / soil m3 31,500

D Bedding and backfilling as specified

1 to pits in asphalt pavement m3 223,600

2 to pits in concrete rigid pavement m3 167,500

3 to pits in concrete floor m3 132,300

4 to pits in interblock (conblock) including reinstatement m3 174,200

5 to pits in berm including reinstatement m3 67,800

E Pavement reinstatement as specified

1 macadam layer 250-300mm average thickness m2 49,800

2 asphalt pavement 50-70mm average thickness m2 99,000

3 Asphalt Treatment Base (ATB) pavement m2 87,800

4 concrete rigid pavement 200-300mm average thickness m2 325,100 (including rebar dowel if required)

5 concrete floor 70-100mm average thickness m2 63,400

The Contractor shall note that all items and quantities stated below will subject to remeasure based on site implementation and condition

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III PIPE WORKS

Pipelaying work including:

internal cleaning all necessary cutting, trimming & connecting installation of as specified, in-line accessories construction tools and equipments such as pumps, lighting, etc water charge for testing, flushing, chlorinating, etc : Rp.12.500,- per m3 testing and commissioning

Clean water pipe installation as specified

A HDPE - Pipe WJ

1 < 63mm m 21,400

2 63mm m 21,400

3 90mm m 21,400

4 110mm m 36,700

5 160mm m 42,100

6 200mm m 46,400

7 250mm m 62,000

Clean water pipe fittings installation as specified

B HDPE - Mitter Bend 90 WJ

1 < 63mm no 15,700

2 63mm no 18,100

3 90mm no 27,500

4 110mm no 34,300

5 160mm no 49,300

6 200mm no 62,800

7 250mm no 89,200

C HDPE - Mitter Bend 90 with single flange FJ/WJ

1 < 63mm no 14,700

2 63mm no 18,200

3 90mm no 27,500

4 110mm no 34,300

transportation of as specified, Employer's supplied material from Employer's storage to the Site

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III PIPE WORKS

C HDPE - Mitter Bend 90 with single flange FJ/WJ

5 160mm no 47,200

6 200mm no 61,400

7 250mm no 88,200

D HDPE - Mitter Bend 90 all flange FJ

1 < 63mm no 14,100

2 63mm no 18,100

3 90mm no 25,000

4 110mm no 31,300

5 160mm no 44,400

6 200mm no 58,100

7 250mm no 80,500

E HDPE - Mitter Bend 45 WJ

1 < 63mm no 15,700

2 63mm no 18,100

3 90mm no 27,500

4 110mm no 34,300

5 160mm no 49,300

6 200mm no 62,800

7 250mm no 89,200

F HDPE - Mitter Bend 45 with single flange FJ/WJ

1 < 63mm no 14,700

2 63mm no 18,100

3 90mm no 27,500

4 110mm no 34,300

5 160mm no 47,200

6 200mm no 61,400

7 250mm no 88,200

G HDPE - Mitter Bend 45 all flange FJ

1 < 63mm no 14,100

2 63mm no 18,100

3 90mm no 25,000

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III PIPE WORKS

G HDPE - Mitter Bend 45 all flange FJ

4 110mm no 31,300

5 160mm no 44,400

6 200mm no 56,700

7 250mm no 80,500

H DCI - Flange Adaptor for PE FJ/MJ

1 50mm no 23,600

2 75mm no 26,400

3 100mm no 34,200

4 150mm no 41,000

5 200mm no 57,700

6 250mm no 74,100

I DCI - Flange Adaptor for DIP FJ/MJ

1 50mm no 23,600

2 75mm no 26,400

3 100mm no 34,200

4 150mm no 41,000

5 200mm no 57,700

6 250mm no 74,100

J DCI - Blank Flange FJ

1 50mm no 18,900

2 75mm no 21,200

3 100mm no 28,600

4 150mm no 34,100

5 200mm no 41,200

6 250mm no 49,300

K DCI - Dismantling Joint FJ

1 50mm no 30,700

2 75mm no 34,100

3 100mm no 41,000

4 150mm no 44,400

5 200mm no 52,500

6 250mm no 65,500

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III PIPE WORKS

L DCI - Gate valve with straatpot/street boxPrice shall include : installation of gate valve and related accessories installation of thrust block installation of precast concrete cover measured separately rental of GPS equipment to identify valve position in international coordinate

1 50mm no 292,100

2 75mm no 326,500

3 100mm no 415,100

4 150mm no 565,400

5 200mm no 645,200

6 250mm no 777,000

M HDPE - Mitter Tee WJ

1 63mm no 19,000

2 90mm no 40,900

3 110mm no 49,600

4 160mm no 72,400

5 200mm no 81,900

6 250mm no 100,100

N HDPE - Stub Flange WJ/FJ

1 63mm no 21,600

2 90mm no 31,000

3 110mm no 42,200

4 160mm no 62,200

5 200mm no 74,200

6 250mm no 83,700

O PIPE DECOMMISSIONINGPrice shall include : disconnection to existing pipe branching (taking out existing tee, pipe cutting, etc to ensure no flow) installation of temporary valve (if required to ensure no connection to existing customers)

1 63mm unit 290,000

2 90mm unit 380,000

3 110mm unit 420,000

4 160mm unit 571,000

5 200mm unit 647,000

6 250mm unit 760,000

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III PIPEWORKS

Connection to Existing Network as specified

Price shall include :

internal cleaning disconnecting to existing pipe all necessary cutting and connecting installation of thrust block

all necessary construction tools and equipments testing and commissioning site cleaning installation of fittings measured separately coordinations with related institutions

P Connection to PVC / Asbestos Cement Existing Pipe as specified

1 to 50mm diameter existing networks no 218,900






7 to 300mm diameter existing networks no 1,237,500


Q Connection to GIP / Ductile Iron / Steel Existing Pipe as specified










demolition and reinstatement of existing pavement including excavation, bedding, backfilling and removaltransportation of as specified, Employer's supplied material from Employer's storage to the Site

removing of unused pipe and fittings to Employer's warehouse

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III PIPEWORKS

R Connection to HDPE Existing Pipe as specified












S Transfer of Regular Service Connection as specified


internal cleaning

all necessary cutting and connecting

all necessary construction tools and equipments testing and commissioning coordinations with related institutions

1 Generally unit 176,000

IV CONCRETE WORKS

Precast Concrete Cover

A Precast concrete for straatpot cover

1 no 302,500

- Transportation and equipment- Excavation, backfilling and compaction- Concrete support, lean concrete, crushed stone, sand bed- Vertical sleeve installation- Demolish and remove unapproved soil/material

2 RC Cover 125mm + RC Surround 190mm no 342,000

demolition and reinstatement of existing pavement including excavation, bedding, backfilling and removaltransportation of as specified, Employer's supplied material from Employer's storage to the Site

disconnecting to existing pipe including taking out existing clamp saddle

removing of unused pipe and fittings to Employer's warehouse

Installing new precast surface box size 600x600x200mm (install only), including :

Installing new precast concrete cover and shaft (install only), including transportation, grouting, waterproofing, rubber ring and equipment :

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IV CONCRETE WORKS

Pipework Support

B Thrustblock Concrete as specified

1 unreinforced concrete thrustblock K-175 m3 554,600

2 reinforced concrete thrustblock K-175 m3 1,773,600





Reinforced Concrete Chamber

C Reinforced Concrete and Thrustblock (concrete support)

1 Lean concrete 50mm thick m2 27,700

2 sand bed 100mm thick m2 18,800

3 cast in situ poured concrete K-225 to concrete post including Formwok m3 781,000

4 Reinforcement bar 8mm diameter kg 16,000



7 cast in situ poured concrete K-500 to concrete post including Formwok m3 1,210,000


D Foundation

1 wooden pilling (cerucuk dolken) dia.10mm m 8,800

2 wooden pilling (cerucuk dolken) dia.8mm m 7,100

3 bore piling 400mm (manual) m 566,200

4 bore piling 300mm (manual) m 424,700

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V PIPE BRIDGE WORKS


Notification :

A Preparation / Surface Cleaning

1 mechanical brushing m2 37,300

2 sand blasting m2 65,200

3 cement mortar plastering and trowell smooth finishing m2 26,900

B Painting Work

4 air sprayed steel painting (primary coating, intermediate and top surface finishing) m2 124,600

5 brushed steel painting (primary coating, intermediate and top surface finishing) m2 104,200

6 rolling or brushing concrete/wall painting (acrylic emulsion paint for exterior wall) m2 22,400

C WF Work

1 WF kg 21,000

2 Channel kg 18,300

3 Angle Steel kg 16,400

4 Anchor Bolt 13 L=700mm no 15,300

D Install Clamp and Support for steel pipe

1 Install Clamp Plate l =100mm, t =2mm with bolt 12mm =2 bolt and Baja L 200x200x2.5mm P =150mm with dynabolt 16 L =100mm distance @ 1500mm no 137,500

E Install stiffener

1 Stiffener kg 21,000

2 Base Plate kg 20,000

mobilisation & demobilisation, site management, tools & equipment (scaffolding, steel plate bordes or wooden beams & piles, health & safety tools, barriers, etc)

approval of painting material specification (color, painting layer & coatingthickness, type of painting, etc) from PT. Aetra

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VI NEW CONNECTION WORKS

A

1 for 3/4" Meter size unit 787,500

PE - Clamp saddle & Frle ( Stfs ) Push Fit x 1" =1nos

PE - Service pipe 1" =6m

GIP - Pipe Sleeve TJ 11/2"

BRASS - Lockable valve MCF/TJ 1''x3/4" =1nos

BRASS - Water meter including joint adaptor TJ 3/4" =1nos

BRASS - Check or Non Return valve ( Female & Male ) TJ 3/4" =1nos

BRASS - Double Nipple TJ 3/4" =1nos

BRASS - Ball valve TJ 3/4" =1nos

STEEL - Seal wire =1nos

Concrete - Meter box =1nos

2 for 1" Meter size unit 840,000

PE - Clamp saddle & Frle ( Stfs ) Push Fit x 11/2" =1nos

PE - Service pipe 11/2" =6m

GIP - Pipe Sleeve TJ 2"

BRASS - Lockable valve MCF/TJ 11/2''x1" =1nos

BRASS - Water meter including joint adaptor TJ 1" =1nos

BRASS - Check or Non Return valve ( Female & Male ) TJ 1" =1nos

BRASS - Double Nipple TJ 1" =1nos

BRASS - Ball valve TJ 1" =1nos



Standard of Service Connection Large Meter Connection ( Type-I ) as specified

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A





BRASS - Lockable valve MCF/TJ 2''x11/2" =1nos







B





PE - Adaptor Coupling with Male Thread TJ 1''x3/4" =1nos

BRASS - Plug Valve TJ 3/4" =1nos







Standard of Service Connection Large Meter Connection ( Type-I ) as specified

Standard of Service Connection Large Meter Connection ( Type-II ) as specified

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B

2 for 1" Meter size unit 892,500

PE - Clamp saddle & Frle ( Stfs ) Push Fit x 11/2" =1nos

PE - Service pipe 11/2" =6m

GIP - Pipe Sleeve TJ 2"

PE - Adaptor Coupling with Male Thread TJ 11/2''x1" =1nos

BRASS - Plug Valve TJ 1" =1nos

BRASS - Water meter including joint adaptor TJ 1" =1nos

BRASS - Check or Non Return valve ( Female & Male ) TJ 1" =1nos

BRASS - Double Nipple TJ 1" =1nos

BRASS - Ball valve TJ 1" =1nos







PE - Adaptor Coupling with Male Thread TJ 2''x11/2" =1nos

BRASS - Plug Valve TJ 1" =11/2nos




BRASS - Ball valve TJ 1" =11/2nos



Standard of Service Connection Large Meter Connection ( Type-II ) as specified

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C Standard of service connection communal meter Type I installation as speified

1 for 1/2" meter size no 1,421,000 HDPE - Clamp saddle & ferule (Stfs) TJ 00x2" =1 nosHDPE - Service pipe WJ 2" = 7.5 mBRASS - Lockable valve MCF/TJ 3/4"x1/2" = 5 nosBRASS - Water Meter TJ 1/2" = 5 nosBRASS - Ball Valve TJ 1/2" =5 nosSTEEL - Seal Wire = 5 nosBRASS - Check or Non return Valve TJ 1/2" = 5 nosGIP - Pipe Sleve TJ 21/2" =3 mHDPE - Bend 90 CJ 2" = 2 nosHDPE - Tee Equal CJ 2"x2" =1 nosHDPE - Reducer CJ 2"x1" = 2 nosHDPE - Tee CJ 2x1" = 3 nosHDPE - Service Pipe 3/4" = 1 mHDPE - Reducer CJ 1"x3/4" = 5 nosHDPE - Service Pipe 1" = 1 mBRASS - Double Nipple TJ 1/2" = 5 nos

Box Meter Works

2 cast in situ poured concrete K-175 to concrete post m3 529,300 including formworks


4 no 854,300

D Standard of service connection communal meter Type II installation as speified

1 for 1/2" meter size no 1,995,000 HDPE - Clamp saddle & ferule (Stfs) TJ 00x2" =1 nosHDPE - Service pipe WJ 2" = 9 mBRASS - Lockable valve MCF/TJ 3/4"x1/2" = 10 nosBRASS - Water Meter TJ 1/2" = 10 nosBRASS - Ball Valve TJ 1/2" = 10 nosSTEEL - Seal Wire = 10 nosBRASS - Check or Non return Valve TJ 1/2" = 10 nosGIP - Pipe Sleve TJ 21/2" =3 mHDPE - Bend 90 CJ 2" = 2 nosHDPE - Tee Equal CJ 2"x2" =1 nosHDPE - Reducer CJ 2"x1" = 2 nosHDPE - Tee CJ 2x1" = 8 nosHDPE - Service Pipe 3/4" = 2.2 mHDPE - Reducer CJ 1"x3/4" = 10 nosHDPE - Service Pipe 1" = 1 mBRASS - Double Nipple TJ 1/2" = 10 nos

Box Meter Works



4 no 1,522,800

Install Cover Plate L =1.5m, W = 0.70m, T = 3mm including frames ;hinge; padlock; all necessary cutting and welded


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E Standard of service connection communal meter Type III installation as speified

1 for 1/2" meter size no 3,150,000 HDPE - Clamp saddle & ferule (Stfs) TJ 00x2" =1 nosHDPE - Service pipe WJ 2" = 10.5 mBRASS - Lockable valve MCF/TJ 3/4"x1/2" = 15 nosBRASS - Water Meter TJ 1/2" = 15 nosBRASS - Ball Valve TJ 1/2" = 15 nosSTEEL - Seal Wire = 15 nosBRASS - Check or Non return Valve TJ 1/2" = 15 nosGIP - Pipe Sleve TJ 21/2" =3 mHDPE - Bend 90 CJ 2" = 2 nosHDPE - Tee Equal CJ 2"x2" =1 nosHDPE - Reducer CJ 2"x1" = 2 nosHDPE - Tee CJ 2x1" = 13 nosHDPE - Service Pipe 3/4" = 4.5 mHDPE - Reducer CJ 1"x3/4" = 15 nosHDPE - Service Pipe 1" = 1 mBRASS - Double Nipple TJ 1/2" = 15 nos

Box Meter Works



4 no 1,522,800

F Standard of Service Connection installation as specified

1 for 50mm mains set 450,700



4 for 150mm mains set 1,162,800




DCI - Flange Adaptor For HDPE FJ/MJ =1 nosDCI - Wall Pipe All Flange FJ = 2 nosDCI - Gate Valve FJ = 2 nosDCI - T.Strainer FJ = 1 nosSS - Flow Stabilizer FJ = 1 nosDCI - Water Meter FJ = 1 nosHDPE - Stub Flange + Spool Pipe WJ/FJ = 1 nosDCI - Check Valve FJ = 1 nosTapping Clamp w ...x3/4" tap =1nosCoupler 1/2" =1nosBushing 3/4"x1/2" =1nosSeal Wire =1nosBolt with hole for seal wire =8nosTin seal =1nosHDPE - Pipe WJ = 0.5 m


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F Standard of Service Connection installation as specified

8no 302,500

- Transportation and equipment- Excavation, backfilling and compaction- Concrete support, lean concrete, crushed stone, sand bed- Vertical sleeve installation- Demolish and remove unapproved soil/material

Pipeworks Support

Reinforced concrete Chamber and thrustblock (concrete support)

G Reinforced concrete thrustblock (concrete support)

1 Lean concrete 50mm thick m2 26,500

2 sand bed 100mm thick m2 18,000



Cover Plate Work

5 no 715,000

Service Pipe Connecion Non Standard

Additional Pipelaying Work

Price shall include :- cutting and breaking of the existing pavement- all necessary sheeting and bracing- disposal of material arising from excavations- sand bedding, filling materials, surface pavement- compaction and finishing-

- internal cleaning- all necessary cutting, trimming & connecting- installation of as specified, in-line accessories- construction tools and equipments such as pumps, lighting, etc- testing and commissioning

Excavation, bedding, backfilling, pavement reinstatement and pipelaying work as specified

H for HDPE 32mm service pipe

1 in asphalt pavement m 177,300

2 in concrete floor m 107,600

3 in concrete rigid pavement m 216,700

4 in paving block (conblock) m 77,600

5 in berm m 59,000

Installing new precast surface box size 600x600x200mm (install only), including :

Install Cover Plate L =1.731m, W =0 .8m, T = 2mm including frames L 50 x 50 x 5; hinge; padlock; all necessary cutting and welded as speified

transportation of as specified, Employer's supplied material from Employer's storage to the Site

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Service Connecion Non Standard



I for HDPE 40mm service pipe





5 in berm m 679,800

J for HDPE 50mm service pipe





5 in berm m 81,400

K for HDPE 63mm service pipe





5 in berm m 90,600

L for HDPE 90mm service pipe





5 in berm m 111,900

M for HDPE 110mm service pipe





5 in berm m 133,700

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Service Connecion Non Standard



N for HDPE 160mm service pipe





5 in berm m 152,500

O for HDPE 200mm service pipe





5 in berm m 154,300

P for HDPE 250mm service pipe





5 in berm m 204,400

Q for HDPE 300mm service pipe





5 in berm m 159,500

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VII HEAVY EQUIPMENTS

A Equipment (All-inclusive Rate)

1 drain pump portable; 3 inch day 183,700



4 generator set 60KVA day 1,113,000

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Unit Rate Framework NI - KA 2014

Documents

pit m3

item description unit

schedule of rate

item mobilisation

unit rate site cleaning

meter1 excavation

divisi utaratotal project

purchase orderfor project