Bridge 1551 BoQ Submission 20160926

Project:

Rural Bridge Project - Sri Lanka (Phase 2)

Bill of Qunatities for Construction of Bridge No CBUK 1551 At Kirindi Mawatha Across Kirindi oya. Contract No : Summary of Bill of Quantites Bill No.

Item

Amount ( Rs.)

Bill No.1

Preliminaries & General

240,000.00

Bill No.2

Site clearing

340,000.00

Bill No.3

Earth Works

154,000.00

Bill No.4

Road Works

39,000.00

Bill No.5

Construction of Bridge

Bill No.6

Construction of Superstructure

596,933.14

Bill No.7

Construction of Approach road

190,000.00

Day works ( Provisional)

449,750.00

BoQ Amount

3,894,980.00

5,904,663.14

Bill of Qunatities for Construction of Bridge No CBUK 1551 At Kirindi Mawatha Across Kirindi oya.

Bill No. 1

Preliminaries & General

Pay Item Item No. No. 1.1

P-001

1.2

103 (5)

Rate Code

Description Allow for Mobilisation & Demoblisation Implementation of all safety measures as directed

Qty

Unit

Item

L.S.

3.00

month

Rate ( Rs) Amount ( Rs.) Allow 30,000.00

Bill No 1 carried to summary

Bill No. 2

150,000.00 90,000.00 240,000.00

Site clearing

Item No.

Pay Item No.

2.1

Rate Code

Description

Qty

Unit

Rate ( Rs) Amount ( Rs.)

201 (2)

Clearing & grubbing inclusive of removal of trees

Item

L.S.

Allow

15,000.00

2.2

202(2)

Demolision of Existing structures

N/A

L.S.

Allow

60,000.00

2.3

202(2)

Construction of a by road/ by access and maintenece during construction

N/A

L.S.

Allow

265,000.00

2.4

Cutting tress girth more than 600mm .

N/A

Nos

quantity only

2.3

Relocation of electricty posts/ services

Not available

3.3

Relocation of telecom posts/ services

Not available

4.3

Relocation of watr services

Not available

Bill No 2 carried to summary

Bill No. 3 Item No.

340,000.00

Earth Works Pay Item No.

Rate Code

Description

Qty

Unit

Rate ( Rs) Amount ( Rs.)

3.1

Road way excavation in unclassified soil

10.00

Cu.m.

1,000.00

10,000.00

3.2

Trimming leveling and compaction of original ground to 100% standard density.

60.00

Sq.m

200.00

12,000.00

3.3

Embankment construction using Type I materials

60.00

Cu.m.

1,300.00

78,000.00

3.4

Embankment construction using Type II materials

30.00

Sq.m

1,300.00

39,000.00

3.5

Solid sodding,watering and maintenance

60.00

Sq.m

250.00

15,000.00

Bill No 3 carried to summary

Bill No. 4

Road Works

Pay Item Item No. No.

Description

4.1

Soil sub base compacted in position using approved soil ( Type I) Bill No 4- carried to summary

154,000.00

Qty 30.00

Unit Cu.m.

Rate ( Rs) Amount ( Rs.) 1,300.00

39,000.00 39,000.00

Bill No. 5

Construction of Bridge

Pay Item Item No. No.

Description Foundation, Sub structure & Capping beam Excavation in unclassified soil and backfilling for abutment & wing walls

Qty

Unit

Rate ( Rs) Amount ( Rs.)

370.00

Cu.m.

1,000.00

370,000.00

3,950.00

177,750.00

5.1

302 (1)

5.2

302(4)

Rock requiring blasting

45.00

Cu.m.

5.3

302 (7)

Item

L.S.

Allow

150,000.00

5.4

302(6)

Item

L.S.

Allow

80,000.00

5.4 (a)

302(10)

Dewatering Construction of necessary cofferdams cribs sheeting and bracing and their subsequent removal Allow for shoring, bracing and subsequent removal

Item

L.S.

Allow

175,000.00

Preparation of Foundation base

Item

L.S.

Allow

5,500.00

N/A

Sq.m

315.00

N/A

Cu.m.

4,200.00

4.50

Cu.m.

9,014.00

N/A

Cu.m.

10,611.00

N/A

Cu.m.

9,014.00

147.00

Cu.m.

10,611.00

Item

LS

35.00

Sq.m

1,200.00

42,000.00

390.00

Sq.m

2,000.00

780,000.00

35.00

208,600.00

5.5 (a)

302 (9)

5.5 (b) 5.5 (c)

5.6

1001 (3)

5.7 5.8

1001 (3b)

5.9

1001 (b)

5.10

Supplying geotextile for foundation base as necessary Supplying sand/ quarry dust for foundation base as necessary Concrete for structure (Cement Supplied by Client) Concrete grade15(19 mm) as screed in foundation Concrete grade 30 (19 mm) pocket filling in foundation Concrete of grade 20 (19mm) in abutment , wing wall Concrete of grade 30(19mm) in Foundation base,abutment, wing wall, Capping beams,ballast wall and curtain walls Casting 06 Nos. Bearing Pads on capping beam in grade 50 concrete as shown in drawings.

Allow

40,563.00

1,559,817.00

6,000.00

Formwork 5.11

1008 (2)

5.12

1008 (1)

5.13

1002 (1a)

5.14

1011(1)

5.15

706 (1)

Rough finish formwork for abutments & Wing walls Smooth finish formwork for abutment, wing walls Reinforcement ( Steel Supplied by Client) Fabricating & laying tor steel r/f for abutments & wing walls Supplying & fixing MS dowels, spliced and droved tailed with wedge at one end 20mm dia, 1m long, boring holes to 0.3m depth in fixing Weep holes Forming weep holes using type 400 PVC pipe of internal dia. Not less than 110mm

5,960.00

kg

N/A

Nos.

1,650.00

20.00

L.m

500.00

10,000.00

Drainage & Backfilling 5.16

705 (1)

Backfill using aggregate 50~200mm for dry stone lining behind abutment & wing walls

75.00

Cu.m

3,000.00

225,000.00

5.17

705 (2)

Filter medium using aggregate 37.5mm behind abutment and wing walls

10.50

Cu.m

3,500.00

36,750.00

5.18

705 (3)

Clay puddle laid under the porous backfill , behind abutment and wing wall

14.00

Cu.m.

2,000.00

28,000.00

5.19

804 (1)

Grouted Rip Rap Protection(Grouted rubble paving with concrte class C , 1:2:4 (19 mm) as necessary

N/A

Cu.m.

4,000.00

5.20

Turfing with solid sods, watering and maintenance

N/A

Sq.m

250.00

5.21

Constructing PVC Coated Gabbion wall with rubble

N/A

Cu.m

9,250.00

5.22

Supply and Laying Geo Textile in Gabion, as a per the drawing.

N/A

Sq.m

315.00

Bill No 5 carried to summary

3,894,980.00

Bill No 6 - Construction of Super Structure (20.0 m Span) - quantities as per given schedule. Pay Item Item No. No. Description Qty Unit Rate ( Rs)

6.1

1001 (b)

6.2

1008(1)

6.3

1002 (1a)

Concrete for deck slab ( Cement supplied by Client ) Class A Concrete G30 (19mm) in deck slab Formwork Smooth finish formwork for sides of deck slab Reinforcement ( Steel supplied by Client) Fabricating, laying & tying of tor steel r/f.

Cu.m.

10,611.00

347,404.14

30.52

Sq.m

1,200.00

36,624.00

35.00

212,905.00

6083.00

Kg

596,933.14

Bill No 7 – Construction of Approah road – 10m length each side , width 5.5m Pay Item Item No. No. Description Qty Unit( Rs)

7.1

1001(3)

7.2

7.3

1008(2)

7.4

808 (2)

7.5

Rate ( Rs)

Amount

( Rs.)

(

Class A concrete of grade 30 (19mm) in approach slab ( 150mm thick) Damp proof membrane (Polythene ) lay underneath the slab Formwork Rough finish formwork for sides of the concrete Supplying and fixing standard type guard stone in any soil and white washing two coats to guard stone.(Stones supplied by client) Reflective poles 100mm dia PVC , 0.75m high fixing in position on headwalls with a concrete ( Gr.15) infill and a 12mm dia steel rod (Poles supplied by client) Bill No 7 carried to summary

( Rs.)

32.74

Bill No 6 carried to summary

Concrete for Approach road Cement Supplied by Client)

Amount

17.63

Cu.m

117.74

Sq.m

22.77

Sq.m

16.00

Nos.

4.00

Nos.

L.S

190,000.00

-

190,000.00

Day works shedule ( Provisional) LABOUR Machinery

Rate

Amount ( Rs.)

Qty

Unit

1 2

Unskilled labour Semi skilled labour

25 25

day day

900.00 1,000.00

22,500.00 25,000.00

3

Skilled labour

15

day

1,200.00

18,000.00

4

Operators

25

day

1,200.00

30,000.00 95,500.00

Total

EQUIPMENTS Note: The rates are exclusive of driver, operator. But inclusive of fuel & consumables Machinery

Rate

Amount ( Rs.)

Qty

Unit

1 2 3 4 5 6

Backhoe loader - 2WD, 0.15 scoop capacity Farm Tractor with 3T trailer Water Bowser - 6000 ltrs Concrete Mixer - 200ltrs (10/7) Water pump - 2 inch Porker vibrator (Petrol) - 1.8m.hour

20 100 50 20 100 10

Hrs Hrs Hrs Hrs Hrs Hrs

2,700.00 750.00 1,000.00 600.00 300.00 200.00

54,000.00 75,000.00 50,000.00 12,000.00 30,000.00 2,000.00

7

Lorry 3 Ton - 3Ton

200

km

90.00

18,000.00

8 9

Plate Compactor - 80kg tamper plates Excavator

25 5

Hrs Hrs

500.00 4,000.00

12,500.00 20,000.00

Total

273,500.00

MATERIALS 1 2 3

Materials

Qty

Unit

Cement - Ordinary Aggregate for concrete (19mm) Sand

35 10 7

50kg Cu.m. Cu.m.

Total

Rate 910.00 3,000.00 2,700.00

Amount ( Rs.) 31,850.00 30,000.00 18,900.00 80,750.00

Summary of Day works Description 1. Labour 2. Equipment 3. Material Total

Amount ( Rs.) 95,500.00 273,500.00 80,750.00 449,750.00