REHABILITAION OF RDA ROADS IN NORTHERN PROVINCEnirmin.gov.lk/web/images/pdf/roads-package-1/Package-1/004-page-… · rehabilitaion of rda roads in northern province summary of bills

58

REHABILITAION OF RDA ROADS IN NORTHERN

PROVINCE

SUMMARY OF BILLS

Description Amount (LKR)

BILL No. 1 PRELIMINARIES

BILL No. 2 REHABILITATION OF VALUKKI ARU PUNUGUDUTIVU KURIKATTUWAN ROAD (0.00 TO 24.5 KM)

SUB BILL NO 2A SITE CLEARING

SUB BILL NO 2B EARTH WORKS

SUB BILL NO 2C SUB BASE,BASE AND SHOULDERS

SUB BILL NO 2D SURFACING

SUB BILL No.2E BRIDGES, CULVERTS AND OTHER STRUCTURES

SUB BILL No.2F INCIDENTAL WORKS

BILL No. 3 Rehabilitation of Jaffna-Ponnalai-Point pedro Road (14+50 - 29+05 km), (30+50 - 36+50 km) & (41+00 - 54+60 km)





SUB BILL No.3E BRIDGES, CULVERTS AND OTHER STRUCTURES

SUB BILL No.3F INCIDENTAL WORKS

BILL No. 4 Rehabilitation of Jaffna Mainipay Karainagar Road


59




SUB BILL No.4E BRIDGES, CULVERTS (33 Nos.)

SUB BILL No.4F DRAINAGE AND RETAINING WALLS

SUB BILL No.4G INCIDENTAL WORKS

BILL No. 5 DAY WORKS

TOTAL OF BOQ ITEMS

CONTINGENCIES

B. Add 10 % for Physical Contingencies : {A x 10 %}

C. Add 10% for Price Escalation : {A x 10 %}

D. Bid Price : {A + B + C}

E. Amount of VAT(15%) : { D x 15%}

Grand Total : {D+E}

Bid Price excluding VAT is LKR ………………………………………….(State in words)

60

REHABILITAION OF 03 Nos. RDA ROADS IN NORTHERN

PROVINCE Item Pay

Item

Description Unit Qty Rate Amount

Bill No. 01:Preliminaries 103 TRAFFIC SAFETY AND MANAGEMENT

1.01 103(1) Traffic Safety and Control Month 24.00

1.02 103(2) Provision and maintenance of

temporary diversion roads if any

PS 31,000,000.00

108.00 OBLIGATIONS OF THE CONTRACTOR AND GENERAL REQUIREMENT

1.03 108(1) s LS

1.04 108(2) Removal of the site establishment

for the Contractor and

Reinstatement of lands excluding

those that are handed over to

Employer

LS

109.00 WORKMANSHIP AND QUALITY CONTROL

1.05 109(3) Special tests ordered by the

Engineer

PS 8,000,000.00

113 PREPARATION OF SHOP DRAWINGS

1.06 113(1) Providing shop drawings km 151.00

117 SETTING OUT , CROSS SECTION SURVEY AND DRAWINGS 1.07 117(1) Cross-sectional detailing of full

width as specified km 151.00

118 PROJECT SIGN BOARD

1.08 118(1) Provide and maintain Project Sign

Board

Nr(#) 12.00

119 PROVISION OF INSURANCE, BONDS AND SECURITIES

1.09 119(1) Provide Performance Security LS

61

1.10 119(2) Provide Insurance of the Works &

Contractor's Equipment as per

Sub-clause 18.1 of the Conditions

of Contract

LS

1.11 119(3) Provide Insurance as per Sub-

clause 18.2 of the Conditions of

Contract

LS

1.12 119(4) Provide Insurance as per Sub-

clause 18.3 of the Conditions of

Contract

LS

1.13 119(5) Provide Bank Guarantee for

Advance Payment

LS

154 MONTHLY PROGRESS REPORT AND PHOTOGRAPHS

1.14 154(1) Monthly Progress Report Mo. 24.00

1.15 154(2) Supply Digital Photographs Mo. 24.00

1.16 154(3) Supply of Video Compact Disks (

VCD)

Mo. 24.00

203 UTILITIES RELOCATION

1.17 203(3) Relocation of utility services as per

requirements of the utility service

agency and the road agency

PS 200,000,000.00

1109 ROAD MAINTENANCE OF ANY SECTIONS OF EXISTING ROAD DURING CONSTRUCTION OF OTHER SECTIONS WITHIN THE SITE

1.18 1109(1) Road Maintenance Category 1) km-month

3,576.00

1.19 1109(2) Road Maintenance Category 2) (minimum rate shall be Rs.8,000)

km-month

3,576.00

Bill No. 01 Carried to Summary

62

Bill No. 02: Rehabilitation of Valukki Aru Pungudutivu Kurikattuwan

Road (0.00 to 24.5 km) SUB BILL NO 2A:SITE CLEARING

CLEARING AND GRUBBING 2A.01 201(1) Clearing and grubbing m2 132,200.00

2A.02 Removing mud in sea water for

platform width

PS Item Allow 3,000,000.00

REMOVAL OF STRUCTURES & OBSTRUCTIONS 2A.03 202(1) Dismantle & remove brick

masonry structures

m3 150.00

2A.04 202(1)a Dismantle & remove Random

Rubble masonry structures

m3 250.00

2A.05 202(1)

b

Dismantle & remove Dressed

stone mosonary structures

m3 30.00

2A.06 202(2) Dismantle & remove concrete

structures

m3 270.00

2A.07 202(3) Remove fencing m 5,800.00

Sub Bill No. 2A Carried to Summary

SUB BILL NO 2B:EARTH WORKS ROADWAY EXCAVAITON

2B.01 301(4) Roadway excavaiton , soil

suitable for fill

m3 30,600.00 -

EMBANKMENT CONSTRUCTION

2B.02 304(1) Trim, level and compact

Original ground

m2 136,000.00

63

2B.03 304(2) Embankment construction,

Type 1

m3 49,300.00

2B.04 Construction ogf Causeway 2

km

PS 1,000,000,000.00

2B.05 304(3) Embankment construction,

Type 1 m3 36,000.00

2B.06 304(4) Providing & place geo fabric

(weight of fabric minimum

500g/m2)

m2 113,600.00

2B.07 304(4B

)

Embankment construction using

Rock fill (1-10Kg)

m3 80,740.00

2B.08 304(4C

)


Rock fill 1-50Kg)

m3 16,400.00

2B.09 304(4D

)


Rock fill (100-250Kg)

m3 28,800.00

2B.10 304(4E

)


Rock fill (.25T -.75T)

m3 48,000.00

Sub Bill No. 2B Carried to Summary

SUB BILL NO 2C:SUB BASE,BASE AND SHOULDERS

GRANULAR PAVEMENT

2C.01 401(1) Sub base as compacted in position m3 22,740.00

2C.02 307(5) Sub base as constructed using Geo grid layer or Geotextiles

m2 9,500.00

2C.03 405(1) Dense graded aggregate base minimum 200 mm thickness

m3 25,800.00

2C.04 408(1) Scarify and Remove existing bitumen layer

m2 58,000.00

64

SHOULDERS

2C.05 409(1) Earthen shoulder as compacted in position

m3 5,000.00

Sub Bill No. 2C Carried to Summary

SUB BILL NO 2D:SURFACING

PRIME COAT AND TACK COAT

2D.01 501(5)

b

Bituminous Prime Coat using

CSS -1 at 1 litre per m2

m2 209,120.00

2D.02 502(1) Bituminous Tack Coat

(Cationic Emulsion grade CRS1

at 0.3-0.5litre/m2)

m2 209,120.00

BITUMINOUS SURFACING

2D.03 506(1) Asphalt concrete in wearing

course 50mm compacted

thickness

m2 209,120.00

Sub Bill No. 2D Carried to Summary

SUB BILL No.2E : BRIDGES, CULVERTS AND OTHER STRUCTURES

STRUCTURES -BRIDGES

2E.01 303(3) Providing & maintaining of a

temporary by-pass to

accommodate the traffic flow

during the construction, and

removing of the same after

completion of new bridge.

Allow Item P.S 300,000.00

2E.02 202(1) Removal and disposal of

existing structure including

foundation in the area under

new foundation and

transporting the reusable

material to a place within 10

km as directed and stacking the

same after completion of the

by-pass.

Allow Item PS 150,000.00

2E.03 302(10) Construction of necessary

cofferdams cribs sheeting,

shoring and bracing and their

subsequent removal.

Allow Item P.S 150,000.00

65

2E.04 302(11) Dewatering Allow Item P.S 100,000.00

2E.05 302(8) Back fill with approved soil

type 1 with proper layer

compaction as directed by

engineer

m3 192.00

2E.06 302(2) Excavaiton for foundation in

marshy soil

m³ 800.00

2E.07 302(9) Providing sand filling. m³ 128.00

2E.08 1001(4) Mixing & laying 1:3:6 (37.5

mm) for foundation slab

m³ 74.00

2E.09 1008(1) Form work smooth finish

using plywood (shutter 15mm)

and class 11 timber bearers and

joists and jungle timber props

for bridge abutment,wingwalls

etc.

m2 760.00

2E.10 1002(1) Supply and fabricate Tor steel

Grade 460 reinforcement as

per drawing

Ton 18.00

2E.11 1001(4) Concrete grade 30 for box

bridge as per drawing

including vibrator

m³ 203.00

2E.12 1406(7) Painting with enamal 2 coats to

parapets

m2 44.00

2E.13 1406(8) Painting and stenciling figures

and letters as either side of

parapet

Nos 8.00

2E.14 Supplying fixing &

whitewashing to guard stones

on retaining walls.

Nos 24.00

CONSTRUCTION OF BRIDGE AND CAUSEWAY

2E.15 302(11) Dewatering LS

2E.16 202(2) Dismantle and removal of

Concrete Structures

Cum 300.00

66

2E.17 302(5) Excavaiton in unclassified soil

and back filling with suitable

material for structures

Cum 870.26

2E.18 302(8) Back fill with Granular

Material

Cum 90.85

2E.19 304(2)a Embankment Construction

TypeII

Cum 122.76

2E.20 405(1) Dense Graded aggregate base

(Under approach slab)

Cum 7.86

2E.21 705(1) Aggregate backfill Cum 87.24

2E.22 705(2) Filter medium Cum 8.20

2E.23 705(3) Impervious layer Cum 20.38

2E.24 706(1) Weep holes using type 600

PVC pipes of 75 mm dia.

lm 88.22

2E.25 502(2) Bituminous tack coat Using

CRS 1 at a rate of .5 liter per

sqm

sqm 218.06

2E.26 Asphalt concrete inwearing

course 50mm Thick

sqm 218.06

2E.27 New kerbs in bridges lm 54.00

2E.28 Bridge lower kerbs lm 33.00

2E.29 1001(1) Grade 15/40 Blinding Concrete Cum 5.56

2E.30 1001(4) Grade 30/20 concrete for

capping beams, deck, cuirtain

walls, ballast wall etc.

Cum 210.98

67

2E.31 1001(6) Grade 40/20 concrete for deck Cum 87.57

2E.32 1002(1) Supplying, bending and laying

Tor steel (460 N/mm2 ) as

reinforcement

Ton 11.70

2E.33 1008(1) Formwork, smooth finish sqm 311.26

2E.34 1008(2) Formwork, rough finish sqm 384.17

2E.35 1009(1) Expansion joints lm 24.00

2E.36 1010(2) Bearing pads width 75mm and

12mm thick

lm 43.20

2E.37 1012(1) Stainless steel dowels as

shown on drawing

nr 25.00

2E.38 1013(1) Bituminous sealing belt lm 43.20

2E.39 1015(1) Polythene displacers as shown

on drawings

lm 285.00

2E.40 1016(1) Formimg of service duct in the

deck as shown on drawings

lm 54.00

2E.41 1017(1) Cover slabs for service ducts

as shown on drawing

nr 108.00

2E.42 1018(1)

a

Pre-cast reinforced concrete

railing & uprights as shown on

drawing

lm 38.48

2E.43 1403(7) Pre-cast reinforced concrete

railing & painting

sqm 77.94

2E.44 1019(1) End pillasters as shown on

drawing

nr 4.00

68

2E.45 1020(1)

a

50mm dia PVC drain pipes

fixed through service duct as

shown on drawing

nr 14.00

2E.46 1020(1)

b

110mm dia PVC drain pipes

fixed through service duct as

shown on drawing

nr 14.00

2E.47 1001(3)

b

Concrete Grade 25(20) Cum 385.63

2E.48 1003(1e

) &

1003(2e

)

Pre Cast pre-stressed beam

16.5m long

nr 22.00

2E.49 Painting Structure sqm 24.19

2E.50 Culvert& Bridge numbering nr 2.00

Hume Pipe Culvert at causeway 3 raw 15 numbers

HUME PIPE CULVERT AT CAUSEWAY 3 ROWS 15 NUMBERS

2E.51 707(7) 900mm hume pipe 4ft nr 1,372.00

2E.52 707(7) Collar nr 1,080.00

2E.53 1001(1) Concrete Grade 20(20) m3 1,537.55

2E.54 1008(2) Formwork m2 5,416.93

2E.55

Fixing concrete encased Hume pipe using crane

nr 1,372.00

2E.56

Repairing and extend Bridge to required size

PS Item Allow 100,000,000.00

69

STRUCTURES -CULVERTS AND OTHER RETAINING

STRUCTURES 2E.57 402(1) Earth filling for approaches and

carriageway m3 87.00

2E.58 301(5) Allow for Bailingout water P.S Item Allow 16,500.00

2E.59 302(6) Providing coffer damming with Item Sand bags and subsequent removal

P.S Item Allow 120,000.00

2E.60 301(16) Breaking Road surface m2 45.00

2E.61 202(1) Demolishing R.R Masonary m3 42.94

2E.62 202(2) Demolishing reinforced concrete m3 14.19

2E.63 301(14) Excavaiton in Marshy soil m3 319.21

2E.64 Minimum 750mm sand filling beused under bottom of slab & compacted well.

m3 65.00

2E.65 1001(3) 75mm thick screed concrete 1:3:6(37.5mm) in bottom of excavaiton

m3 7.00

2E.66 1008(1) Form work smooth finish with class 2 timber for bridge beams, bridge deck under sides including dismantling

m2 388.92

2E.67 1001 (3) Concrete grade 30(20) for drop walls,walls,slab.

m3 76.00

2E.68 1006 (3) Rendering 19mm thick 1:3 Ct. sand motor

m2 15.50

2E.69 Painting and stenciling figures and letters on either side of parapet

Nos. 6.00

70

2E.70 808(5) Precast Concrete guard stones supplied and fixed.

Nos. 16.00

2E.71 1021(1) Fabricate & lay for steel as reinforcement (Details annexed)

M.Ton 6.39

2E.72 Construction of Bridge at Causeway 200M long 11 m width

PS Item Allow 300,000,000.00

2E.73 Repairing and extend Bridge and Culvert to required size

PS Item Allow 50,000,000.00

RETAINING WALL STRUCTURE AT 23RD KM

2E.74 302(2a) Approved Earth filling between retaining wall and road platform and the earth to be compacted well in layers of 150 to 225mm.

m3 468.75

2E.75 302(2) Excavaiton in Marshy soil m3 825.00

2E.76 302(6) Providing coffer damming with Item Sand bags and subsequent removal

P.S Item Allow 150,000.00

2E.77 1008(1) Form work smooth finish with class 2 timber for bridge beams, bridge deck under sides including dismantling

m2 4,002.38

2E.78 1001(3) Concrete grade 15(40) m3 1,487.50

2E.79 Supplying fixing & whitewashing to guard stones.

Nos. 834.00

2E.80 '705(1) 50-200mm. dry stone lining behind abutment & wingwalls as per drawing.

m3 150.00

2E.81 705(2) 75mm. thick 40mm. stone filter layer behind dry stone lining as per drawing.

m3 0.60

71

2E.82 '705(3) Clay puddled & laid behind abutments & wingwalls to form the impervious layer as per drawing.

m3 150.00

2E.83 808(2) Forming weep holes in vertical wall using 75mm dia. P.V.C. pipes and finished smooth with dripledge and surround complete .

lm. 334.00

2E.84 Repairing and extend Bridge and Culvert to required size

P Sum Item Allow 45,000,000.00

Sub Bill No. 2E Carried to Summary

Sub Bill No.2F : INCIDENTAL WORKS

TOP SOILING

2F.01 801(1) Furnish, Spread and compact top soil

m2 41,200.00

GRASSING

2F.02 802(1) Grass sodding(Excluding royalty, transport and watering and maintenance)

m2 41,200.00

RIP RAP PROTECTION FOR EMBANKMENT SLOPES

2F.03 1006(2) Embankment construction using rock fill (1 - 50 kg )

m3 3,000.00

2F.04 Embankment construction using rock fill (100 - 250 kg )

m3 9,600.00

2F.05 804(1) Embankment construction using rock fill (0.25 - 0.75 kg )

m3 6,000.00

ROAD MARKING

2F.06 Application of Road markings as per specification edge line, Centre line of 100 mm width, 3 mm thick, using Road marking paints ,

m2 6,985.00

72

2F.07 Application of Road markings std pedestrian crossing using thermo plastic paints, (Yellow) inclusive barricading

m2 1,158.00

2F.08 Providing & fixing yellow studs on Pedestrian crossing

Nos. 1,120.00

2F.09 Providing & fixing white studs on Centre line.

Nos. 4,170.00

ROAD SIGNS

2F.10 811(1) Single pole, sign area up to 0.5m2 nr 210.00

2F.11 811(2) Double pole, sign area up to 2.0m2 nr 75.00

2F.12 811(3) Chevron warning sign nr 55.00

KILOMETER POSTS

2F.13 819(1) Provide ,Install and paint new kilometre post

nr 28.00

STREET LIGHTING

2F.14 Provide street lighting PS Item Allow 2,500,000.00

Sub Bill No. 2F Carried to Summary

Bill No. 03: Rehabilitation of Jaffna-Ponnalai-Point pedro Road (14+50

- 29+05 km), (30+50 - 36+50 km) & (41+00 - 54+60 km)

Sub Bill No.3A : SITE CLEARING

CLEARING AND GRUBBING

3A.01 201(1) Clearing and grubbing m2 244,100.00

REMOVAL OF STRUCTURES & OBSTRUCTIONS

3A.02 202(1) Demolishing dry coursed masonry including stacking or loading

m3 1,000.00

73

3A.03 202(1)a

Demolishing coursed masonry in cement mortar including stacking or loading

m3 1,000.00

3A.04 202(1)b

Demolishing random rubble masonry in cement mortar including stacking or loading

m3 500.00

3A.05 202(1) Demolishing reinforced cement concrete and debries cleaned.

m3 500.00

3A.06 202(3) Remove fencing (Provisional Quantity)

l.m 20,000.00

Sub Bill No.3A Carried to Summary

Sub Bill No.3B : EARTH WORKS

ROADWAY EXCAVAITON

3B.01 301(4) Roadway excavaiton in unclassified soil(cutting measurement)loading & transport up to 3km

m3 60,560.00

EMBANKMENT CONSTRUCTION

3B.02 304(1) Trim, level and compact Original ground 95%std.

m2 250,200.00

3B.03 304(2) Embankment construction, Type 1

m3 48,009.00

3B.04 304(3) Embankment construction, Type 2

m3 18,616.00

3B.05 304(4) Providing & place geo fabric (weight of fabric minimum 500g/m2)

m3 64,650.00

3B.06 304(4) Embankment construction using Rock fill (1-10Kg)

m3 62,580.00

3B.07 304(4) Embankment construction using Rock fill 1-50Kg)

m3 16,640.00

3B.08 304(4) Embankment construction using Rock fill (100-250Kg)

m3 16,192.00

74

3B.09 304(4) Embankment construction using Rock fill (.25T -.75T)

m3 22,244.00

CHANNEL EXCAVAITON

3B.10 307(1) Channel excavaiton, suitable soil

m3 7,200.00

3B.11 307(3) Channel excavaiton, soft rock (Provisionl Quantity)

m3 1,440.00

3B.12 307(4) Channel excavaiton, unsuitable soil

m3 5,760.00

Sub Bill No.3B Carried to Summary

Sub Bill No.3C : SUB BASE, BASES AND SHOULDERS GRANULAR PAVEMENT

3C.01 401(1) Sub base as compacted in position m3 57,063.50

3C.02 307(5) Sub base as constructed using Geo grid layer or Geotextiles

m2 24,000.00

3C.03 405(1) Dense graded aggregate base minimum 200 mm thickness

m3 59,772.00

3C.04 408(1) Scarify and Remove existing bitumen layer

m2 119,525.00

3C.05 SHOULDERS

3C.06 409(1) Earthen shoulder as compacted in position

m3 22,197.50

Sub Bill No.3C Carried to Summary

75

Sub Bill No.3D :SURFACING PRIME COAT AND TACK COAT

3D.01 501(5)b Bituminous Prime Coat using CSS -1 at 1 litre per m2

m2 298,860.00

3D.02 502(1) Bituminous Tack Coat (Cationic Emulsion grade CRS1 at 0.5litre/m2)

m2 298,860.00

BITUMINOUS SURFACING

3D.03 506.2a Asphalt concrete in wearing course 50mm compacted thickness

m2 298,860.00

Sub Bill No.3D Carried to Summary

Sub Bill No.3E : BRIDGES, CULVERTS AND OTHER STRUCTURES

CONSTRUCTION OF 10 NoS. 1.5 M X 1.0 M SINGLE CELL BOX CULVERT

3E.01 202(2) Demolishing reinforcement concrete

PS 200,000.00

3E.02 301(14) Excavaiton for foundation in unclassified soil

m3 280.00

3E.03 302(11) Dewatering. PS 500,000.00

3E.04 1001(4) Mixing and laying 1:3:6(19mm) concrete as screed to Drop wall and Bottom slab

m3 9.00

3E.05 1001(4) Mixing & Laying Gr 30 Concrete to Dropwall and Culvert

m3 157.00

3E.06 1008(1) Formwork smooth finish for general purpose using 25 mm thick planks & struts of class 11 timber and round jungle timber props 100 -150 mm dia including dismanting

m2 867.00

3E.07 1002(1) Fabricate & lay tor steel as Reinforcement

Kg 27,340.00

76

3E.08 304(2) Approved soil (Type I & II materials) excavaiton using machinery for backfilling construction including loading and piling.

m3 50.00

3E.09 304(2) Approved soil spread and compacted Machine Rammer in Narrow places.

m3 50.00

3E.10 808(5) Casting St type Guard stones in Concrete (1:2:4) 19mm & cement

No 80.00

3E.11 808(5) Fixing new Guard stones in 225mm thick cement concrete 1:3:6 (37.5 mm ) and cement 219 Kg/cu.m with minimum cover 75 mm x 300 mm depth

No 80.00

3E.12 White washing ,two coat to Guard stones

No 80.00

CONSTRUCTION OF 05 NoS. 2.5 M X 1.0 M SINGLE CELL BOX CULVERT


PS 160,000.00


m3 328.00

3E.15 302(11) Dewatering. PS 400,000.00


m3 7.20


m3 168.80


m2 775.20


Kg 29,288.00

77


m3 40.00


m3 40.00


No 80.00


No 80.00


No 80.00

CONSTRUCTION OF 08 Nos. 3.0 M X 1.3 M SINGLE CELL BOX CULVERT


PS 160,000.00


m3 520.00

3E.27 302(11) Dewatering. PS 400,000.00


m3 13.60


m3 272.00


m2 1,069.60


Kg 30,056.00

78


m3 64.00


m3 64.00


No 80.00


No 80.00


No 80.00

CONSTRUCTION OF 05 NoS. 2.0 M X 1.7 M TWIN CELL BOX CULVERT


PS 100,000.00


m3 510.00

3E.39 302(11) Dewatering. PS 250,000.00


m3 11.00


m3 216.50


m2 872.00


Kg 31,250.00

79


m3 65.00


m3 65.00


No 70.00


No 70.00


No 70.00

CONSTRUCTION OF 04 Ns. 3.0 M X 1.7 M TWIN CELL BOX CULVERT


PS 0.00 80,000.00


m3 616.00

3E.51 302(11) Dewatering. PS 200,000.00


m3 12.40


m3 254.40


m2 841.60


Kg 34,584.00

3E.56 304(2) Approved soil (Type I & II materials) excavaiton using machinery for backfilling

m3 60.00

80

construction including loading and piling.


m3 60.00


No 80.00


No 80.00


No 80.00

3E.61 808(5) Precast Concrete guard stones supplied and fixed.

Nos. 3,500.00

3E.62 1406(3) 1303(1)

Repairing and extend Bridge and Culvert to required size 3 nos

PS Item Allow 150,000,000.00

Sub Bill No.3E Carried to Summary

Sub Bill No.3F : INCIDENTAL WORKS TOP SOILING

3F.01 801(1) Furnish, Spread and compact top soil

m2 78,000.00

GRASSING

3F.02 802(1) Grass sodding(Excluding royality,tranport and watering and maintenance)

m2 78,000.00

ROAD MARKING

3F.03 810(1) Application of Road markings as per specification edge line,Centre line of 100 mm width and std pedestrian crossing, 3 mm thick, using Road marking paints

m2 9,075.50

3F.04 810(1) Application of Road markings yellow lines using thermo plastic paints inclusive barricading

m2 2,933.00

81

3F.05 810(3) Providing & fixing studs on Pedestrian crossing & Centre line

Nos. 5,784.00

ROAD SIGNS

3F.06 811(1) Single pole, sign area up to 0.5m2 PS Item Allow 2,500,000.00

3F.07 811(2) Double pole, sign area up to 2.0m2 PS Item Allow 1,200,000.00

3F.08 811(3) Chevron warning sign PS Item Allow 1,200,000.00

3F.09 KILOMETRE POSTS

3F.10 819(1) Provide, Install and paint new kilometre post

Nos. 34.00

Sub Bill No.3F Carried to Summary

Bill No. 04: Rehabilitation of Jaffna Mainipay Karainagar Road

Sub Bill No 4A- Site Clearing

4A.01 Allow for demolishing/ Rebuilding

structures as directed PS Allow

4,000,000.00

4A.02 201

Clearing and Grubbing within the

construction boundary including

removel of trees,stumps,roots and

other obstructions as directed

m2

148,200.00

Sub Bill No. 4A Carried to Summary

Sub Bill No 4B- Earth Works

4B.01 301 Excavaiton in Medium soil m³

37,050.00

4B.02 304 Trimming,Levelling and Compact

Original Ground to 95% m2

148,200.00

4B.03 304 Trimming,Levelling and Compact

Original Ground to 100% m2

123,500.00

4B.04 304 Embankment construction, Type 1,

using borrow material m3

19,320.00

Sub Bill No. 4B Carried to Summary

82

Sub Bill No 4C- Subbase ,Base and Shoulders

4C.01 401

Approved soil Excavaiton, spread &

compaction using machinery for

Subbase construction including

loading & piling. Trans dist.140 km

m³

37,050.00

4C.02 401

Approved soil spread & compaction

using machinery for Shoulder

construction including loading &

piling.

Trans dist. 140 km

m3

12,350.00

4C.03 408(2) Scarifying Road Surface To 50 mm

depth by roller m2

123,500.00

4C.04 409

Dense graded Aggregate Base

spreading watering and compacting

graded 37.5mm aggregate to form

dense aggregate base using machinary

.Trans .Dist 205 km

m ³

46,683.00

Sub Bill No. 4C Carried to Summary

Sub Bill No 4D- Surfacing

4D.01 501

Prime coat with Emulsion CSS1 using

1 ltrs/sqm including blinding with

sand & Transport of bitumen ave 400

km

m2 222300

4D.02 502

Tack coat with with CSS1 @ 0.75

ltrs/sqm including Transport bitumen

ave 400km

m2 249300

4D.03 506

Supply, Lay and Compact Asphalt

Concrete Wearing course material

using paver

m2 261765

Sub Bill No. 4D Carried to Summary

Sub Bill No 4E : Bridge & Culverts (33 Nos)

EARTH WORKS FOR BRIDGES AND CULVERTS

4E.01 103(2)

Providing And Maintaining By pass road

with fixing one hume pipe and Removing

after finishing the work as directed by

engineer

Allow Item PS

800,000.00

4E.02 202(2) Removal of existing structure as directed

by Engineer Allow Item PS

2,000,000.00

4E.03 302(6) Providing coffer dam Allow Item PS

100,000.00

83

4E.04 302(11) Dewatering during Work Allow Item PS

100,000.00

4E.05 302(8)

Back fill with approved soil type 1

(gravel)with proper layer compaction as

directed by engineer

m3

1,987.60

FOUNDATION AND STRUCTURES

4E.06 302(2) Excavaiton for foundation in marshy soil m³ 6135.7

4E.07 302(9) Providing sand filling. m³ 1112.1

4E.08 1001(2) Mixing & laying 1:3:6 (37.5 mm) for

foundation slab m³ 706.2

4E.09 1008(2)

Form work smooth finish using plywood

(shutter 15mm) and class 11 timber

bearers and joists and jungle timber props

for bridge abutment,wingwalls etc.

m2 7497.93

4E.10 1002(1) Supply and fabricate Tor steel Grade 460

reinforcement as per drawing Ton 172.3

4E.11 1001(2)

Concrete of Grade 30 (19mm) using

concrete mixer(W/baching) for box bridge

as per drawing including vibrator

m³ 1888.3

4E.12 1406(8) Painting white back ground and stenciling

figures and letters as 3/1 Nos 66

Sub Bill No. 4E Carried to Summary

Sub Bill No 4F : Drainage & Retaining Wall

DRAIN CONSTRUCTION

4F.01 302(2) Excavaiton in Pitch Trench for

foundation in medium soil m3 6615

4F.02 1008(2)

Form work smooth finish using

plywood (shutter 15mm) and class 11

timber bearers and joists and jungle

timber props for Side drain

m2 24360

4F.03 1001(2) Mixing & Laying lean concrete of

1:3:6 (37.5mm) m3 567

84

4F.04 1002(1) Supply and fabricate of reinforcement

as per drawing ton 382.16

4F.05 1001(2)

Concrete of grade 25 (19mm) for side

drain& cover slab as per drawing

including vibrator (Tpt 205km)

m3 3908

4F.06 1001(11) Curing of Concrete slab & drain m2 329469

4F.07 806 Supply and Laying precast slab (450

mm*450 mm*50 mm) m2 2000

4F.08 807 Supply and Laying precast Kerbs LM 2000

RETAINING WALL

4F.09 302(2) Excavaiton in foundation m3 2025

4F.10 302(8) Back fill with Type 01 soil m3 2025

4F.11 1001(3) Laying screed concreting Grade - 15

(37.5mm) m3 253.125

4F.12 1001(2) Laying Mass concreting Grade - 15

(19mm) m3 4175

4F.13 705(3) Clay Puddle (Transport : 175 km) m3 450

4F.14 706(1) Weep hole, 100mm dia. PVC pipe

(Type 600) LM 500

4F.15 705(1) Aggregate back fill material 50-

200mm m3 225

4F.16 808(5) Fixing Guard stones Nos 810

85

Sub Bill No. 4F Carried to Summary

Sub Bill 4G Incidencial Construction

4G.01 811(1) Single pole,sign area upto 0.5 m2 Nos 200.00

4G.02 811(1a) Single pole,multiple sign area upto 1 m2

Nos 20.00

4G.03 811(2) Double pole sign area upo 2.0 m2 Nos 15.00

4G.04 811(3) Chevron warning sign Nos 50.00

4G.05 819(1) Provide,install & paint new kilometer post

Nos 27.00

4G.06 810(2) Road Marking center line 100 mm width using thermoplastic paints

sq.m 7,200.00

4G.07 810(2) Road Marking edge line thermoplastic paints

sq.m 2,080.00

4G.08 810(2) Road marking pedestal crossing thermoplastic paints

sq.m 1,800.00

4G.09 810(3) Road studs Nos 4,000.00

4G.10 Allow for providing Street lighting PS Allow

30,000,000.00

4G.11 Allow for providing Signalization for important junctions

PS Allow

20,000,000.00

Sub Bill No. 4G Carried to Summary

86

Bill No.5 : DAY WORKS 5.01 Surveyor Hr 900.00

5.02 Laboratory Technician (skilled) Hr 700.00

5.03 Carpenter Hr 1,300.00

5.04 Mason Hr 1,300.00

5.05 Steel Fixer Hr 600.00

5.06 Semi-skilled workman Hr 1,400.00

5.07 Unskilled workman (labourer) Hr 1,400.00

5.08 Bowser, water, up to 6,000 litres with Spray Bar

Hr 1,720.00

5.09 Backhoe, wheeled, 50 - 100 HP Hr 1,720.00

5.10 Backhoe, tracked, 50 - 100 HP Hr 1,720.00

5.11 Motor grader, 120 to140HP Hr 1,720.00

5.12 Mobile Crane 25 tonnes Hr 1,720.00

5.13 Water pump with hoses, 50 to 100 mm outlet

Hr 1,720.00

87

5.14 Concrete mixer, over 0.50 cu.m. Hr 1,720.00

5.15 Generator, 10 to 50 KVA Hr 1,720.00

5.16 Poker Vibrator, petrol driven Hr 1,720.00

5.17 Bituminous Emulsion CSS-1 Ltr. 6,300.00

5.18 Sand Cu.m 6,300.00

5.19 Aggregate base course Cu.m 6,300.00

5.20 Aggregate 5-20mm Cu.m 6,300.00

5.21 Cement kg 6,300.00

5.22 60/70 Bitumen Ltr. 6,300.00

5.23 Reinforcement kg 6,300.00

5.24 Diesel Ltr. 6,300.00

5.25 Bitumen MC30 Ltr. 6,300.00

Bill No. 5 Carried to Summary

Documents

REHABILITAION OF RDA ROADS IN NORTHERN PROVINCEnirmin.gov.lk/web/images/pdf/roads-package-1/Package-1/004-page-… · rehabilitaion of rda roads in northern province summary of bills