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HAMPI WORLD HERITAGE AREA

2010

Detailed Project Report


2010

Core Area Roads (Inter Locking Concrete

Block and Strengthening of Existing Roads)

DETAILED PROJECT REPORTS OF ROADS IN HWHAMA

On this basis of physical inventory of the existing roads to a length of 235.3 km of different functional roads, the detailed project reports are developed. The details of the roads, the DPR’s prepared are:

Core area Roads:

S.No Road Name

1 Kaddirampura to Hampi temple road

2 Kamalapura to Hampi Temple Road

3 Kamalapura to Kaddirampura

4 Kaddirampura to Dhanapura road

5 Kamalapuar to Lambaditanda road

6 Kamalapura to Nallapura between road

7 Prakashnagar to Virupaksha temple road

8 Benkapura to Malpanthanada

9 Malpantanda bridge to Kaddirampura road

10 Kamalapura to Hampi Kannada University road

11 Chikarampura to Kadebagela road

12 Virupapuragadda to Tungabadra river (Hampi ) PW road

13 Rampuratanda to Anegundi

14 Vittla to Gajjela Mantapa

15 Krishna Temple Bypass Road

16 Road around Royal Enclosure

17 Hospet to Galemmamagudi

18 Venkatapura to Bukkasagara

19 Kamalapura bund to Galemma gudi

20 Kamalapura bund to Venkatapura

21 Kamalapura - Devlapura

22 Kamalapura – Papinayakanhalli

23 Underground Shive Temple to Kaddirampura road

24 Hira Chitra to Thurtha canal

Radial Roads

S.No Road Identification code (RIC)

Type of route

Road name

1 RR1 Radial Galliammatemple to Kandanagakahalli

2 RR2 Radial Kandanagakahalli to Anantasainaguda

3 RR3 Radial P.K.HAlli to Kannada University (Back gate)

4 RR4 Radial Nallapura to Sataram tanda

5 RR5 Radial Mararjudesesai school to Venkatapura

6 RR6 Radial Sangapura to Karamma camp

7 RR7 Radial Dasanahalli to Mallapura

8 RR8 Radial Mallapura to Ramapura

9 RR9 Radial Rangapura to Chikkarampura

10 RR10 Radial Sanapura to NH -13

11 RR11 Radial Tungabadra River to Kaligatta

12 RR12 Radial Kaligatta to Dhanapura

13 RR13 Radial Dhanapura to Malpantanda

14 RR14 Radial Malpantanda to Naganahalli Bridge

15 RR15 Radial Kannada University Kamalapura

16 RR16 Radial Sifarmtanda to Kamalapura

17 RR17 Radial Ventapura to Anegundi

18 RR 18 Radial Ramapura to Kadebhagal

Circular Roads

S.No Road Identification code (RIC)

Type of route

Road name

1 CR1 Circular Kondanyakahalli to P.K.Halli

2 CR2 Circular P.K.Halli to Nallapura

3 CR3 Circular Nallapura to Kampli

4 CR4 Circular Murarjadesasai school to Tungabadra River

5 CR7 Circular Rampura to Rangapura

6 CR8 Circular Rangapura to Sanapura

7 CR9 Circular Sanapur to Tungabadra River

8 CR10 Circular Sanapur to Chikkarampura

9 CR11 Circular Chikkarampura to Near Kodebhagala

10 CR12 Circular Kodebhagala to Karamma camp

11 CR13 Circular Karamma camp to Tungabadra River

12 CR14 Circular Tungabadra River to Venkatapura

13 CR15 Circular Venkatapura to Sitaramtanda

14 CR16 Circular Sitaramtanda to Kannad University

15 CR17 Circular Kannad University to Gallimmagudi

16 CR18 Circular Gallimma temple to Dhanapura

17 CR19 Circular Dhanapur to Tungabadra River

18 CR20 Circular Tungabadra River to Kaligatta

19 CR21 Circular Kalligatta to Malpantanda

20 CR22 Circular Malpantand to Kandanayakhalli

These roads are developed with the specification given as per the MORTH and IRC Specifications. Rate analysis is conducted with the SSR 2009-2010, Bellary Circle government of Karnataka. In the core area , most of the roads are strengthened with the existing road width and at certain roads Inter Locking Concrete Block pavement types are Suggested. The roads of geometrics are face lifted in all the roads.

In most of the radial and Circular roads the roads, are widened to the extent of two lane, and road development plans are suggested with a of Right of Way of 40 mts. This Right of Way is suggested by keeping in view of the future expansions, the radial and Circular roads are suggested with earthen side drains and Embankments are suggested with slope 1:2.

Length of the Road(km)= 3.6 Km

Sl.

No.Description of Item No

Length (m)

Width (m)

Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)

1 2 3 4 5 6 7 8 9 10

1

Dismantling of Flexible Pavements and disposal of

dismantled materials upto a lead of 100m, stacking

serviceable and unserviceable materials separately

as per Technical Specifications Clause 202.

1x1 3600 5.6 0.1 1 cum 2016.00 398.91 804202.56

2Excavation in cutting in soil for drain by manual means with lead upto 50m

1x2 3600 1.15 0.8 1 cum 6624.00 60.54 401016.963 Construction of granular sub-base by providing

well graded Material, spreading in uniform layerswithmotor grader on prepared surface, mixing bymix in place method with rotavator at OMC, andcompacting with smooth wheel roller to achievedesired density, complete as per technicalspecifications

0/0 to 3/6 1x1 3600.00 3.50 0.100 1 cum 1260.00 1488.20 1875132.00

4 Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling withsmooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, watering andcompacting to the required density grading1 as per Technical Specification Clause 404.

0/0 to 3/6 1x1 3600.00 3.50 0.100 1 cum 1260.00 1857.69 2340689.40

5

PProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 404.

0/0 to 3/6 km 1x1 3600.00 3.50 0.075 1 cum 945.00 2057.81 1944630.45

Name of the road : Kaddirampura to Hampi Temple road

COST ESTIMATE FOR ROAD CONSTRUCTION

Sl.

No.Description of Item No

Length (m)

Width (m)


6

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 404.

0/0 to 3/6km 1x1 3600.00 3.50 0.075 1 cum 945.00 2119.61 2003031.45Interlocking Concrete Block PavementProviding and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

0/0 to 3/6 km 1x1 3600.00 3.50 - sq.m 12600.00 745.56 9394056.00

8

Providing concrete for Plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203

1x2 3600.00 1.15 0.150 1 cum 8280.00 2947.92 24408777.60

9

Providing concrete for Plain/reinforced concrete in

open foundations complete as per drawings and

technical specifications clauses 802,803,1202

&1203 (drain wall)

1x4 3600.00 0.20 0.650 1 cum 2880.00 3582.82 10318521.60

10

Providing concrete for Plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 (covered slab)

1x2 3600.00 1.05 0.200 1 cum 1512.00 3582.82 5417223.84

11

Supplying,fitting and Placing MS bar reinforcement

inside walls and covered slab of RCC drain as per

drawings and technical specifications Clauses 1000

and 1202.(10mm dia)

2 3600.00 t 158.918 41398.95 6579054.90

12

AC pipes 75mm dia for drainage of the water from

road surface to drain2x720 0.20 m 288.00 72.00 20736.00

13 Provision for inaugural function 5000.0014 Provision for Name boards & Logo Boards 36000.0015 Provison for preparation of D.P.R.s 36000.0016 Unforseen item 315927.24

65900000.00Total

35.6x0.62/1000

7


Sl. No Description of Item No

Length (m) Width(m)

Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)

1 2 3 4 5 6 7 8 9 10

1

Dismantling of Flexible Pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202.

1x1 3300 5.1 0.1 1 cum 1683.00 398.91 671365.53

2

Excavation in cutting in soil for drain by manual

means with lead upto 50m1x2 3300 1.15 0.8 1 cum 6072.00 60.54 367598.88

3 Construction of granular sub-base by providing wellgraded Material, spreading in uniform layerswithmotor grader on prepared surface, mixing bymix in place method with rotavator at OMC, andcompacting with smooth wheel roller to achievedesired density, complete as per technicalspecifications

0/0 to 3/3 km 1x1 3300 3.00 0.100 1 cum 990.00 1488.20 1473318.00

4 Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling withsmooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stonescreening/binding materials to fill-up the intersticesof coarse aggregate, watering and compacting tothe required density grading1 as per TechnicalSpecification Clause 404.

0/0 to 3/3 1x1 3300 3.00 0.100 1 cum 990.00 1857.69 1839113.10

5

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 404.

0/0 to 3/3km 1x1 3300 3.00 0.075 1 cum 742.50 2057.81 1527923.93

Name of the road : Chikkarampura to Kadebagela


Sl. No Description of Item No

Length (m) Width(m)


6


0/0 to 3/3km 1x1 3300 3.00 0.075 1 cum 742.50 2119.61 1573810.43

7 Interlocking Concrete Block Pavement

Providing and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

0/0 to 3/3 1x1 3300 3.00 - sq.m 9900.00 745.56 7381044.00

8

Providing concrete for Plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203

1x2 3300.00 1.15 0.150 1 cum 7590.00 2947.92 22374712.80

9

Providing concrete for Plain/reinforced concrete in

open foundations complete as per drawings and

technical specifications clauses 802,803,1202

&1203 (drain wall)

1x4 3300.00 0.20 0.650 1 cum 2640.00 3582.82 9458644.80

10

Providing concrete for Plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 (covered slab)

1x2 3300.00 1.05 0.200 1 cum 1386.00 3582.82 4965788.52

11

Supplying,fitting and Placing MS bar reinforcement

inside walls and covered slab of RCC drain as per

drawings and technical specifications Clauses 1000

and 1202.(10mm dia)

2 3300.00 t 145.675 41398.95 6030800.32

12

AC pipes 75mm dia for drainage of the water from

road surface to drain2x660 0.20 m 288.00 72.00 20736.00

13 Provision for inaugural function 5000.00

14 Provision for Name boards & Logo Boards 33000.00

15Unforseen item

277143.7

58000000.00Total

35.6x0.62/1000

Length of the Road(km)= 1.9 KmSl.

No.Description of Item No Length

(m)Width

(m)Thinkness

(m)Unit Quantity Rate (Rs) Amount (Rs)

1 2 3 4 5 6 7 8 9 10

1

Clearing and grubbing road land including uprooting wild vegitation, grass, bushes,shrubs, saplings and trrrs of girth up to 300mm, removal of stumps of such trees cut earlier nad disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201-1 of MORD

1x1 1900 4 - 1 Sq.m 7600.00 3.31 25156Excavation in cutting in soil for drain by manual means with lead upto 50m

1x2 1900 0.2 0.2 1 cum 152.00 60.54 9202.08Construction of granular sub-base by providingwell graded Material, spreading in uniform layerswithmotor grader on prepared surface, mixing bymix in place method with rotavator at OMC, andcompacting with smooth wheel roller to achievedesired density, complete as per technicalspecifications

0/0 to 1/9 km 1x1 1900.00 3.60 0.200 1 cum 1368.00 1488.20 2035857.60

Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling withsmooth wheel roller 80-100 kN in static roller instages to proper grade and camber, applying andbrooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, wateringand compacting to the required density grading 1as per Technical Specification Clause 404.

0/0 to 1/9 km 1x1 1900.00 3.60 0.100 1 cum 684.00 1857.69 1270659.96

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 404.

0/0 to 1/9 km 1x1 1900.00 3.60 0.075 1 cum 513.00 2057.81 1055656.53

Name of the road : Kamalapura to Nallapura between roadCOST ESTIMATE FOR ROAD CONSTRUCTION

2

3

4

5

Sl.


(m)Width

(m)Thinkness

(m)Unit Quantity Rate (Rs) Amount (Rs)

1 2 3 4 5 6 7 8 9 10Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 404.


0/0 to 1/9 km 1x1 1900.00 3.60 - sq.m 6840.00 745.56 5099630.40

8

Providing and laying reinforced cement concrete in super structure as per drawings and technical

specifications clauses 800,1205.4 &1205.5 (dish

drain) M 30

1x2 1900.00 0.20 0.200 1 cum 152.00 4658.50 708092.00

11291614.50

9 Provision for inaugural function 5000.0010 Provision for Name boards & Logo Boards 19000.0011 Unforseen item 284385.5

11600000.00Total

7

6

Length of the Road(km)= 0.9 KmSl. No.

Description of Item No Length (m)

Width(m) Thinkness (m)

Unit Quantity Rate (Rs) Amount (Rs)

1 2 3 4 5 6 7 8 9 10

1

Clearing and grubbing road land including uprooting wild vegitation, grass, bushes,shrubs, saplings and trrrs of girth up to 300mm, removal of stumps of such trees cut earlier nad disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201-1 of MORD

1x1 900 3.2 - 1 Sq.m 2880.00 3.31 9532.8

2Excavation in cutting in soil for drain by manual means with lead upto 50m

1x2 900 0.2 0.2 1 cum 72.00 60.54 4358.883 Construction of granular sub-base by

providing well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting withsmooth wheel roller to achieve desireddensity, complete as per technicalspecifications

0/0 to 0/9 km 1x1 900.00 2.80 0.200 1 cum 504.00 1488.20 750052.80

4 Providing, laying, spreading and compactingstone aggregates of specific sizes to waterbound macadam specification includingspreading in uniform thickness, hand packing,rolling with smooth wheel roller 80-100 kN instatic roller in stages to proper grade andcamber, applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, watering andcompacting to the required density grading 1as per Technical Specification Clause 404.

0/0 to 0/9 km 1x1 900.00 2.80 0.100 1 cum 252.00 1857.69 468137.88

Name of the road : Benkapura to Mallappantanda road


Sl. No.



Unit Quantity Rate (Rs) Amount (Rs)

1 2 3 4 5 6 7 8 9 10

5


0/0 to 0/9 km 1x1 900.00 2.80 0.075 1 cum 189.00 2057.81 388926.09

6

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 404.

0/0 to 0/9km 1x1 900.00 2.80 0.075 1 cum 189.00 2119.61 400606.297 Interlocking Concrete Block Pavement


0/0 to 1/9 km 1x1 900.00 3.60 - sq.m 3240.00 745.56 2415614.40

8

Providing and laying reinforced cement

concrete in super structure as per drawings

and technical specifications clauses

800,1205.4 &1205.5

1x2 900.00 0.20 0.200 1 cum 72.00 4658.50 335412.00

4772641.14

9 Provision for inaugural function 5000.0010 Provision for Name boards & Logo Boards 9000.00

11 Unforseen item 213358.865000000.00Total

Length of the Road(km)= 3 KmSl. No.

Description of Item NoLength

(m)Width

(m)Thinkness

(m) Unit Quantity Rate (Rs) Amount(Rs)

1 2 3 4 5 6 7 8 9 10Dismantling of Flexible Pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202.

1x1 3000 3.67 0.1 1 cum 1101.00 398.91 439199.91Excavation in cutting in soil for drain by

manual means with lead upto 50m

1x2 3000 0.2 0.2 1 cum 240.00 60.54 14529.6Construction of granular sub-base byproviding well graded Material,spreading in uniform layers withmotorgrader on prepared surface, mixing bymix in place method with rotavator atOMC, and compacting with smoothwheel roller to achieve desired density,complete as per technical specifications

0/0 to 3/0 km 1x1 3000.00 3.27 0.100 1 cum 981.00 1488.20 1459924.20Providing, laying, spreading andcompacting stone aggregates of specificsizes to water bound macadamspecification including spreading inuniform thickness, hand packing, rollingwith smooth wheel roller 80-100 kN instatic roller in stages to proper grade andcamber, applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, wateringand compacting to the required densitygrading 1 as per Technical SpecificationClause 404.

0/0 to 3/0 1x1 3000.00 3.27 0.100 1 cum 981.00 1857.69 1822393.89

Name of the road : Ramapuratanda to Anegundi


1

2

3

4

Sl. No.


(m)Width

(m)Thinkness


1 2 3 4 5 6 7 8 9 10Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 404.

0/0 to 3/0km 1x1 3000.00 3.27 0.075 1 cum 735.75 2057.81 1514033.71

5

Sl. No.


(m)Width

(m)Thinkness




0/0 to 3/0 1x1 3000.00 3.27 - sq.m 9810.00 745.56 7313943.60

8


concrete in super structure as per

drawings and technical specifications

clauses 800,1205.4 &1205.5

1x2 3000.00 0.20 0.200 1 cum 240.00 4658.50 1118040.00

15241567.97


15500000.00

7

Total

6



(m)Width

(m)Thinkness

(m)Unit Quantity Rate

(Rs)Amount (Rs)

1 2 3 4 5 6 7 8 9 101 Clearing and grubbing road land

including uprooting wild vegitation, grass,bushes,shrubs, saplings and trrrs of girth up to 300mm, removal of stumps of such trees cut earlier nad disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201-1 of MORD

1x1 3100 3 - 1 Sq.m 9300.00 3.31 30783Construction of granular sub-base byproviding well graded Material,spreading in uniform layers withmotorgrader on prepared surface, mixing bymix in place method with rotavator atOMC, and compacting with smoothwheel roller to achieve desired density,complete as per technical specifications

0/0 to 3/1 km 1x1 3100.00 3.00 0.200 1 cum 1860.00 1488.20 2768052.00

Providing, laying, spreading andcompacting stone aggregates of specificsizes to water bound macadamspecification including spreading inuniform thickness, hand packing, rollingwith smooth wheel roller 80-100 kN instatic roller in stages to proper gradeand camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate,watering and compacting to therequired density grading 1 as perTechnical Specification Clause 404.

0/0 to 3/1 km 1x1 3100.00 3.00 0.100 1 cum 930.00 1857.69 1727651.70

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-0/0 to 3/1 km 1x1 3100.00 3.00 0.075 1 cum 697.50 2057.81 1435322.48

Name of the road : Mallappantanda bridge to Kaddirampura road


3

4

2

Sl. No.


Width (m)

Thinkness (m)

Unit Quantity Rate (Rs)

Amount (Rs)

1 2 3 4 5 6 7 8 9 10

5


0/0 to 3/1km 1x1 3100.00 3.00 0.075 1 cum 697.50 2119.61 1478427.98Interlocking Concrete Block PavementProviding and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 15040/0 to 3/1 km 1x1 3100.00 3.00 - sq.m 9300.00 745.56 6933708.00

14373945.15


14700000.00Total

6

Length of the Road(km)= 2.8 KmSl. No.


Width (m)


1 2 3 4 5 6 7 8 9 10

1


1x1 2800 3 0.1 1 cum 840.00 398.91 335084.42 Construction of granular sub-base by providing

well graded Material, spreading in uniformlayers withmotor grader on prepared surface,mixing by mix in place method with rotavator atOMC, and compacting with smooth wheel rollerto achieve desired density, complete as pertechnical specifications

0/0 to 2/8 km 1x1 2800.00 3.00 0.100 1 cum 840.00 1488.20 1250088.003 Providing, laying, spreading and compacting

stone aggregates of specific sizes to waterbound macadam specification includingspreading in uniform thickness, hand packing,rolling with smooth wheel roller 80-100 kN instatic roller in stages to proper grade andcamber, applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, watering andcompacting to the required density grading 1 asper Technical Specification Clause 404.

0/0 to 2/8 1x1 2800.00 3.00 0.100 1 cum 840.00 1857.69 1560459.60

4


0/0 to 2/8 km 1x1 2800.00 3.00 0.075 1 cum 630.00 2057.81 1296420.30

Name of the road : Kaddirampura to Dhanapur


Sl. No.


Width (m)


5


0/0 to 2/8 km 1x1 2800.00 3.00 0.075 1 cum 630.00 2119.61 1335354.30

Sl. No.


Width (m)


Interlocking Concrete Block PavementProviding and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

0/0 to 2/8 km 1x1 2800.00 3.00 - sq.m 8400.00 745.56 6262704.00

12040110.60


12350000.00Total

6

Length of the Road(km)= 1.5 KmSl. No

.


(m)Width

(m)Thinkness

(m)unit Quantity Rate (Rs) Amount(Rs)


1x1 1500 3.5 0.1 1 cum 525.00 398.91 209427.75Excavation in cutting in soil for drain by manual means with lead upto 50m


0/0 to 1/5 km 1x1 1500.00 3.10 0.100 1 cum 465.00 1488.20 692013.00

Providing, laying, spreading andcompacting stone aggregates of specificsizes to water bound macadamspecification including spreading inuniform thickness, hand packing, rollingwith smooth wheel roller 80-100 kN instatic roller in stages to proper grade andcamber, applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, wateringand compacting to the required densitygrading 1 as per Technical SpecificationClause 404.

0/0 to 1/5 1x1 1500.00 3.10 0.100 1 cum 465.00 1857.69 863825.85


Name of the road : Kamalapura to Kaddirampura


5

4

3

2

1

Sl. No

.


(m)Width

(m)Thinkness


0/0 to 1/5km 1x1 1500.00 3.10 0.075 1 cum 348.75 2057.81 717661.24Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 404.

0/0 to 1/5km 1x1 1500.00 3.10 0.075 1 cum 348.75 2119.61 739213.99Interlocking Concrete Block PavementProviding and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 15040/0 to 3/6 1x1 1500.00 3.10 - sq.m 4650.00 745.56 3466854.00

8




clauses 800,1205.4 &1205.5

1x2 1500.00 0.20 0.200 1 cum 120.00 4658.50 559020.00

7255280.63


7500000.00

6

Total

7

Length of the Road(km)= 1.5+2.6=4.1 KmSl.

No. Description of Item No Length (m)

Width (m)

Thinkness (m) Unit Quantity Rate (Rs) Amount (Rs)

1 2 3 4 5 6 7 8 9 10

1

Clearing and grubbing road land including uprooting wild vegitation, grass,bushes,shrubs, saplings and trrrs of girth up to 300mm, removal of stumps of such trees cut earlier nad disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201-1 of MORD

1x1 2600 3 -1

Sq.m 7800.00 3.31 25818Construction of granular sub-base byproviding well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

1/5 to 4/1km 1x1 2600.00 3.00 0.200 1 cum 1560.00 1488.20 2321592.00Providing, laying, spreading andcompacting stone aggregates of specificsizes to water bound macadamspecification including spreading in uniformthickness, hand packing, rolling withsmooth wheel roller 80-100 kN in staticroller in stages to proper grade and camber,applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, wateringand compacting to the required densitygrading 1 as per Technical SpecificationClause 404.

1/5 to 4/1km 1x1 2600.00 3.00 0.100 1 cum 780.00 1857.69 1448998.20


1/5 to 4/1km 1x1 2600.00 3.00 0.075 1 cum 585.00 2057.81 1203818.85

Name of the road : Kamalapura to Kaddirampura (part -II)


2

4

3

Sl. No. Description of Item No Length

(m)Width

(m)Thinkness

(m) Unit Quantity Rate (Rs) Amount (Rs)



1/5 to 4/1km 1x1 2600.00 3.00 - sq.m 7800.00 745.56 5815368.00

12055566.90


12300000.00Total

5

6


No.Description of Item No Length (m) Width

(m)Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)

1 2 3 4 5 6 7 8 9 10

1


1x1 3500 4.6 0.1 1 cum 1610.00 398.91 642245.1

2

Excavation in cutting in soil for drain by



0/0 to 3/5km 1x1 3500.00 4.20 0.100 1 cum 1470.00 1488.20 2187654.00Providing, laying, spreading andcompacting stone aggregates of specificsizes to water bound macadamspecification including spreading inuniform thickness, hand packing, rollingwith smooth wheel roller 80-100 kN instatic roller in stages to proper grade andcamber, applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, wateringand compacting to the required densitygrading 1 as per Technical SpecificationClause 404.

0/0 to 3/5km 1x1 3500.00 4.20 0.100 1 cum 1470.00 1857.69 2730804.30

5


0/0 to 3/5km 1x1 3500.00 4.20 0.075 1 cum 1102.50 2057.81 2268735.53

Name of the road : Kamalapura to Hampi temple road


4

3

Sl. No.

Description of Item No Length (m) Width (m)


6



0/0 to 3/5km 1x1 3500.00 4.20 - sq.m 14700.00 745.56 10959732.00

8




clauses 800,1205.4 &1205.5

1x2 3500.00 0.20 0.200 1 cum 280.00 4658.50 1304380.00

22447372.15


22700000.00Total

7



(m)Width (m) Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)



1x2 1500 0.2 0.2 1 cum 120.00 60.54 7264.8Construction of granular sub-base byproviding well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

1x1 520.00 4.10 0.100 1 cum 213.20 1488.20 317284.241x2 980.00 4.10 0.200 1 cum 803.60 1488.20 1195917.52

1513201.76

4

Providing, laying, spreading andcompacting stone aggregates of specificsizes to water bound macadamspecification including spreading inuniform thickness, hand packing, rollingwith smooth wheel roller 80-100 kN instatic roller in stages to proper grade andcamber, applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, wateringand compacting to the required densitygrading 1 as per Technical SpecificationClause 404.

0/0 to 1/5km 1x1 1500.00 4.10 0.100 1 cum 615.00 1857.69 1142479.35

5


Name of the road : Prakashnagar to Virupaksha temple road


0/0 to 1/5km

3

2

1

Sl. No.


Width (m) Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)

1 2 3 4 5 6 7 8 9 100/0 to 1/5km 1x1 1500.00 4.10 0.075 1 cum 461.25 2057.81 949164.86

Sl. No.


Width (m) Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)

1 2 3 4 5 6 7 8 9 10Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 404.


0/0 to 1/5km 1x1 1500.00 4.10 - sq.m 6150.00 745.56 4585194.00

8

Providing and laying reinforced cement concrete in super structure as per drawings and technical specifications clauses 800,1205.4 &1205.5

1x2 1500.00 0.22 0.200 1 cum 132.00 4658.50 614922.00

9871621.589 Provision for inaugural function 5000.00

10 Provision for Name boards & Logo Boards 15000.0011 Unforseen item 108378.42

10000000.00Total

7

6


No.Description of Item No Length (m) Width (m)

Thinkness (m)

Unit Quantity Rate (Rs) Amount(Rs)


1x1 1337 3.46 0.1 1 cum 462.60 398.91 184536.56

1x1 143 3 0.1 1 cum 42.90 398.91 17113.24201649.80

Excavation in cutting in soil for drain by



1x1 1337.00 3.06 0.100 1 cum 409.12 1488.20 608855.36

1x1 143 3 0.100 1 cum 42.90 1488.20 63843.78

672699.14Providing, laying, spreading andcompacting stone aggregates of specificsizes to water bound macadamspecification including spreading inuniform thickness, hand packing, rollingwith smooth wheel roller 80-100 kN instatic roller in stages to proper gradeand camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate,watering and compacting to therequired density grading 1 as perTechnical Specification Clause 404.

1x1 1337.00 3.06 0.100 1 cum 409.12 1857.69 760021.85

1x1 143.00 3.00 0.100 1 cum 42.90 1857.69 79694.90

839716.75

2

1

3

4

Name of the road : Kamalapura - Lambadithanda


0/0 to 1/480km

0/0 to 1/48km

Sl. No.

Description of Item No Length (m) Width (m)Thinkness

(m)Unit Quantity Rate (Rs) Amount(Rs)


1x1 1337.00 3.06 0.075 1 cum 306.84 2057.81 631421.511x1 143.00 3.00 0.075 1cum 32.18 2057.81 66210.04

697631.54Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 404.

1x1 1337.00 3.06 0.075 1 cum 306.84 2119.61 650384.311x1 143.00 3.00 0.075 1cum 32.18 2119.61 68198.45

718582.76Interlocking Concrete Block PavementProviding and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

1x1 1337.00 3.06 - sq.m 4091.22 745.56 3050249.981x1 143.00 3.00 - sq.m 429.00 745.56 319845.24

3370095.22

8


concrete for dish drain at edge of the

road on bothsides 800,1205.4 &1205.5

1x2 1337.00 0.20 0.200 1 cum 106.96 4658.50 498273.16

7005123.74


7250000.00

5

6

Total

0/0 to 1/48km

0/0 to 1/48km

0/0 to 1/48km

7


No. Description of Item NoLength

(m)Width

(m)Thinkness




1x2 2300 0.2 0.2 1 cum 184.00 60.54 11139.36Construction of granular sub-base by providing wellgraded Material, spreading in uniform layerswithmotor grader on prepared surface, mixing bymix in place method with rotavator at OMC, andcompacting with smooth wheel roller to achievedesired density, complete as per technicalspecifications

0/0 to 2/300 km 1x1 2300.00 3.50 0.100 1 cum 805.00 1488.20 1198001.00Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniformthickness, hand packing, rolling with smooth wheelroller 80-100 kN in static roller in stages to propergrade and camber, applying and brooming, stonescreening/binding materials to fill-up the intersticesof coarse aggregate, watering and compacting to therequired density grading 1 as per TechnicalSpecification Clause 404.

0/0 to 2/300 km 1x1 2300.00 3.50 0.100 1 cum 805.00 1857.69 1495440.45

5


0/0 to 2/300 km 1x1 2300.00 3.50 0.075 1 cum 603.75 2057.81 1242402.79

4

2

1

3

Name of the road : Kamalapura - Hampi Kannada University


Sl. No. Description of Item No

Length (m)

Width (m)


1 2 3 4 5 6 7 8 9 10

6

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading as per Technical Specification Clause 404.

0/0 to 2/300 km 1x1 2300.00 3.50 0.075 1 cum 603.75 2119.61 1279714.54Interlocking Concrete Block PavementProviding and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

0/0 to 2/300 km 1x1 2300.00 3.50 - sq.m 8050.00 745.56 6001758.00

8

Providing and laying reinforced cement concrete for

dish drain at edge of the road on bothsides

800,1205.4 &1205.5

1x2 2300.00 0.20 0.200 1 cum 184.00 4658.50 857164.00



12700000.00Total

7



Length (m) Width(m)


1 2 3 4 5 6 7 8 9 10

1

Dismantling of Cement Concrete Pavements and by mechnaical means using pneumatic tools breaking to pieces not exceeding 0.02cum in volume and stock pilling at designated locations and disposal of dismantled materials upto lead of 1000m, stacking serviceable and unserviceable material separately.


1x2 1400 0.2 0.2 1 cum 112.00 60.54 6780.48

3

Construction of granular sub-base by providingwell graded Material, spreading in uniformlayers withmotor grader on prepared surface,mixing by mix in place method with rotavatorat OMC, and compacting with smooth wheelroller to achieve desired density, complete asper technical specifications

0/0 to1/400 km 1x1 1400.00 3.10 0.100 1 cum 434.00 1488.20 645878.80roviding, laying, spreading and compactingstone aggregates of specific sizes to waterbound macadam specification includingspreading in uniform thickness, hand packing,rolling with smooth wheel roller 80-100 kN instatic roller in stages to proper grade andcamber, applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, watering andcompacting to the required density grading 1as per Technical Specification Clause 404.

0/0 to1/400 km 1x1 1400.00 3.10 0.100 1 cum 434.00 1857.69 806237.46roviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 404.

4

5

Name of the road :Virupapuragadda to Tungabadra river(Hampi) PW road


2


Length (m) Width(m)


1 2 3 4 5 6 7 8 9 100/0 to1/400 km 1x1 1400.00 3.10 0.075 1 cum 325.50 2057.81 669817.16

6

roviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading as per Technical Specification Clause 404.

0/0 to1/400 km 1x1 1400.00 3.10 0.075 1 cum 325.50 2119.61 689933.06Interlocking Concrete Block PavementProviding and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

0/0 to1/400 km 1x1 1400.00 3.10 - sq.m 4340.00 745.56 3235730.40

8


concrete for dish drain at edge of the road on

bothsides 800,1205.4 &1205.5

1x2 1400.00 0.20 0.200 1 cum 112.00 4658.50 521752.00



6800000.00

7

Total


Sl. No.


Width (m)

Thinkness (m)

unit Quantity Rate (Rs) Amount(Rs)

1 2 3 4 5 6 7 8 9 101 Construction of granular sub-base by

providing well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

0/0 to 1/7km 1x1 1700 3.50 0.200 1 cum 1190.00 1488.20 1770958.00

Providing, laying, spreading andcompacting stone aggregates of specificsizes to water bound macadamspecification including spreading inuniform thickness, hand packing, rollingwith smooth wheel roller 80-100 kN instages to proper grade and camber,applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, wateringand compacting to the required densitygrading1 as per Technical SpecificationClause 404.

0/0 to 1/7km 1x1 1700 3.50 0.100 1 cum 595.00 1857.69 1105325.55Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 404.

0/0 to 1/7km 1x1 1700 3.50 0.075 1 cum 446.25 2057.81 918297.71

Name of the road : Vittla to Gajjela Mantapa


3

2

Sl. No.


Width (m)

Thinkness (m)



0/0 to 1/7km 1x1 1700 3.50 0.075 1 cum 446.25 2119.61 945875.96


0/0 to 1/7km 1x1 1700 3.50 - sq.m 5950.00 745.56 4436082.00


9500000.00Total

4

5


Sl. No.


Width (m) Thinkness (m)


1 2 3 4 5 6 7 8 9 10

1

Clearing and grubbing road land including uprooting wild vegitation, grass,bushes,shrubs, saplings and trrrs of girth up to 300mm, removal of stumps of such trees cut earlier nad disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201-1 of MORD

1x1 2500 3.5 - 1 Sq.m 8750.00 3.31 28962.5Construction of granular sub-base byproviding well graded Material, spreading inuniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

0/0 to 3/0 km 1x1 2500.00 3.50 0.200 1 cum 1750.00 1488.20 2604350.00

Providing, laying, spreading and compactingstone aggregates of specific sizes to waterbound macadam specification includingspreading in uniform thickness, handpacking, rolling with smooth wheel roller80-100 kN in static roller in stages to propergrade and camber, applying and brooming,stone screening/binding materials to fill-upthe interstices of coarse aggregate,watering and compacting to the requireddensity grading 1 as per TechnicalSpecification Clause 404.

0/0 to 3/0 km 1x1 2500.00 3.50 0.100 1 cum 875.00 1857.69 1625478.75


Name of the road : Road around Royal Enclosure

3

2

Sl. No.





0/0 to 3/0 km 1x1 2500.00 3.50 0.075 1 cum 656.25 2057.81 1350437.81


0/0 to 3/0 km 1x1 2500.00 3.50 0.075 1 cum 656.25 2119.61 1390994.06


0/0 to 3/0 km 1x1 2500.00 3.50 - sq.m 8750.00 745.56 6523650.00

13523873.137 Provision for inaugural function 5000.008 Provision for Name boards & Logo Boards 19000.009 Unforseen item 352126.87

13900000.00Total

4

5

6


Sl. No


Width (m)

Thinkness (m)


1 2 3 4 5 6 7 8 9 10 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

For Road 1x2 4520 2.25 0.75 1 cum 15255.00 37.71 575266.05

For drain 1x2 4520 0.75 0.5 1 cum 3390.00 37.71 127836.9

703102.95

2

Scarifying Existing Bituminous surfaceto a depth of 150mm by MechanicalMeans 1x1 4520 5 1sqm 22600.00 4.76 107576Construction of Subgrade and Earthen shoulders

Construction of Subgrade and Earthen shoulders with approved material obtained from barrow pits all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirment of Table300.2with lead upto 1000m as per Technical specification Clause 303.1

For Road 1x2 4520.00 2.25 0.301 cum 6102.00 139.7 852449.4

For shoulder1x2 4520.00 1.00 0.42 1 cum 3796.80 139.7 530412.96

1382862.36Construction of granular sub-base byproviding well graded Material,spreading in uniform layers withmotorgrader on prepared surface, mixing bymix in place method with rotavator atOMC, and compacting with smoothwheel roller to achieve desired density,complete as per technical specifications

0/0 to 4/52 km 1x2 4520.00 2.25 0.200 1 cum 4068.00 1488.20 6053997.60


Name of the road : Hospet to Galemmamagudi

1

3

4

Sl. No


Width (m)

Thinkness (m)


Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kKN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per tables400.11 &400.12 and Technical specification clause 406.

0/0 to 4/52 km 1x2 4520.00 1.25 0.250 1 cum 2825.00 1706.02 4819506.50

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502

0/0 to 4/52 km 1x1 4520.00 7.50 - 1 cum 33900.00 37.11 1258029.00

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 4/52 km 1x1 4520.00 7.50 0.130 1 cum 4407.00 5684.00 25049388.00Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

0/0 to 4/52 km 1x1 4520.00 7.50 - sq.m 33900.00 10.39 352221.00

5

6

7

8

Sl. No


Width (m)

Thinkness (m)


Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

0/0 to 4/52 km 1x1 4520.00 7.50 0.040 cum 1356.00 6164.00 8358384.00

48085067.41


48800000.00Total

9


Sl. No.


Width (m)


1 2 3 4 5 6 7 8 9 10Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance witj requirements of lines, grades and cross sections.

For Road 1x2 5620 2.25 0.75 1 cum 18967.50 37.71 715264.425

For drain 1x2 5620 0.75 0.5 1 cum 4215.00 37.71 158947.65

874212.075

2

Scarifying Existing Bituminous surface toa depth of 150mm by Mechanical Means

1x1 5620 5 1sqm 28100.00 4.76 133756Construction of Subgrade and Earthen shoulders


For Road 1x2 5620.00 2.25 0.30 1 cum 7587.00 139.7 1059903.9

For shoulder 1x2 5620.00 1.00 0.42 1 cum 4720.80 139.7 659495.76

1719399.66Construction of granular sub-base byproviding well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

0/0 to 5/62 km 1x2 5620.00 2.25 0.200 1 cum 5058.00 1488.20 7527315.60

5


0/0 to 5/62 km 1x2 5620.00 1.25 0.250 1 cum 3512.50 1706.02 5992395.25


Name of the road : Venkatapura to Bukkasagara

1

3

4

Sl. No.


Width (m)


6


0/0 to 5/62 km 1x1 5620.00 7.50 - 1 cum 42150.00 37.11 1564186.50

7


0/0 to 5/62 km 1x1 5620.00 7.50 0.130 1 cum 5479.50 5684.00 31145478.00

8

Providing and applying tack coat with

Bitumen emulsion (RS-1) using emulsion

distributor at the rate of 0.25 to 0.30 kg

per sqm on the prepared dry and hungry

bituminous surface cleaned with

Hydraulic broom as per Technical

Specification Clause 503.0/0 to 5/62 km 1x1 5620.00 7.50 - sq.m 42150.00 10.39 437938.50

9


0/0 to 5/62 km 1x1 5620.00 7.50 0.040 cum 1686.00 6164.00 10392504.00

59787185.59


60500000.00Total


Sl. No

.


(m)Width(m

)Thinkness


1 2 3 4 5 6 7 8 9 10

1

Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means

1x1 3540 5 - 1sqm 17700.00 4.76 84252



0/0 to 3/54 km 1x2 3540.00 5.00 - sq.m 35400.00 10.39 367806.00Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

0/0 to 3/54 km 1x1 3540.00 5.00 0.040 cum 708.00 6164.00 4364112.00

17895054.00

5 Provision for inaugural function 5000.006 Provision for Name boards & Logo Boards 35400.007 Unforseen item 564546

18500000.00Total


Name of the road : Kamalapura bund to Galemma gudi

2

3

4

Length of the Road(km)=6.96 Km

Sl. No.




1 2 3 4 5 6 7 8 9 10Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means

1x1 6960 5 - 1sqm 34800.00 4.76 165648

2


0/0 to 6/96 km 1x1 6960.00 5.00 0.130 1 cum 4524.00 5684.00 25714416.00Providing and applying tack coat with


distributor at the rate of 0.25 to 0.30 kg per

sqm on the prepared dry and hungry

bituminous surface cleaned with Hydraulic

broom as per Technical Specification Clause

503.0/0 to 6/96 km 1x2 6960.00 5.00 - sq.m 69600.00 10.39 723144.00


0/0 to 6/96 km 1x1 6960.00 5.00 0.040 cum 1392.00 6164.00 8580288.00

35183496.00


36000000.00


Name of the road : Kamalapura bund to Venkatapura

Total

3

4

1


Sl. No.


(m)Width (m)

Thinkness (m)



For Road 1x2 20700 3.15 0.75 1 cum 97807.50 37.71 3688320.825

For drain 1x2 20700 0.75 0.5 1 cum 15525.00 37.71 585447.75

4273768.575

2

Scarifying Existing Bituminous surface to a depth of150mm by Mechanical Means

1x1 20700 3.2 1sqm 66240.00 4.76 315302.4Construction of Subgrade and Earthen shoulders


For Road 1x2 20700.00 3.15 0.30 1 cum 39123.00 139.7 5465483.1


7894586.7Construction of granular sub-base by providing wellgraded Material, spreading in uniform layers withmotorgrader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting withsmooth wheel roller to achieve desired density,complete as per technical specifications

0/0 to 20/7 km 1x2 20700.00 3.15 0.200 1 cum 26082.00 1488.20 38815232.40

Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper

to site, laying in uniform layers in sub-base/base course

on a well prepared sub-base and compacting with

smooth wheel roller of 80 to 100 kKN weight to achieve

the desired density including lighting, barricading and

maintenance of diversion,etc as per tables400.11

&400.12 and Technical specification clause 406.0/0 to 20/7 km 1x2 20700.00 2.15 0.250 1 cum 22252.50 1706.02 37963210.05


0/0 to 20/7 km 1x1 20700.00 7.50 - 1 cum 155250.00 37.11 5761327.50

3

4

5


Name of the road : Kamalapur - Devlapura

1

6

Sl. No.


(m)Width (m)

Thinkness (m)



0/0 to 20/7 km 1x1 20700.00 7.50 0.130 1 cum 20182.50 5684.00 114717330.00Providing and applying tack coat with Bitumen emulsion

(RS-1) using emulsion distributor at the rate of 0.25 to

0.30 kg per sqm on the prepared dry and hungry

bituminous surface cleaned with Hydraulic broom as per

Technical Specification Clause 503.0/0 to 20/7 km 1x1 20700.00 7.50 - sq.m 155250.00 10.39 1613047.50

9


0/0 to 20/7 km 1x1 20700.00 7.50 0.040 cum 6210.00 6164.00 38278440.00

249632245.13


250700000.00

7

8

Total


Sl. N Description of Item No Length (m)

Width (m)



For Road 1x2 4170 1.7 0.75 1 cum 10633.50 37.71 400989.285

For drain 1x2 4170 0.75 0.5 1 cum 3127.50 37.71 117938.025

518927.31

2

Scarifying Existing Bituminous surfaceto a depth of 150mm by MechanicalMeans

1x1 4170 6.1 1sqm 25437.00 4.76 121080.12Construction of Subgrade and Earthen shoulders


For Road 1x2 4170.00 1.70 0.30 1 cum 4253.40 139.7 594199.98


1083541.14Construction of granular sub-base byproviding well graded Material,spreading in uniform layers withmotorgrader on prepared surface, mixing bymix in place method with rotavator atOMC, and compacting with smoothwheel roller to achieve desired density,complete as per technicalspecifications

0/0 to 4/17 km 1x2 4170.00 1.70 0.200 1 cum 2835.60 1488.20 4219939.92


0/0 to 4/17 km 1x2 4170.00 0.70 0.250 1 cum 1459.50 1706.02 2489936.19

5


Name of the road : Kamalapur - Papinayakanhalli

1

4

3

Sl. N Description of Item No Length (m)

Width (m)



0/0 to 4/17 km 1x1 4170.00 7.50 - 1 cum 31275.00 37.11 1160615.25

7


0/0 to 4/17 km 1x1 4170.00 7.50 0.130 1 cum 4065.75 5684.00 23109723.00

8

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical 0/0 to 4/17 km 1x1 4170.00 7.50 - sq.m 31275.00 10.39 324947.25

9


0/0 to 4/17 km 1x1 4170.00 7.50 0.040 cum 1251.00 6164.00 7711164.00

40739874.18


41800000.00Total

6

Length of the Road(km)=1.54 Km

Sl. No.


Width (m) Thinkness (m) unit Quantity Rate (Rs) Amount (Rs)

1 2 3 4 5 6 7 8 9 10

1


1x1 1540 3.5 - 1sqm 5390.00 4.76 25656.4Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 1/54 km 1x1 1540.00 3.50 0.130 1 cum 700.70 5684.00 3982778.80

3

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.


0/0 to 1/54 km 1x1 1540.00 3.50 0.040 cum 215.60 6164.00 1328958.40

5449397.80


6000000.00


Name of the road : Underground Shive Temple to Kaddirampura road

Total

4

2


Sl. No.


(m)Width

(m)Thinkness


1 2 3 4 5 6 7 8 9 10Clearing and grubbing road land including uprooting wild vegitation, grass,bushes,shrubs, saplings and trrrs of girth up to 300mm, removal of stumps of such trees cut earlier nad disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical

1x1 1500 3 -1

Sq.m 4500.00 3.31 14895Construction of Subgrade and Earthen shouldersConstruction of Subgrade and Earthen shoulders with approved material obtained from barrow pits all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirment of Table300.2with lead upto

1x1 1500.00 3.00 0.50 1 cum 4500.00 139.7 628650Construction of granular sub-base byproviding well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

0/0 to 1/5 km 1x1 1500.00 3.00 0.200 1 cum 900.00 1488.20 1339380.00

Providing, laying, spreading andcompacting stone aggregates of specificsizes to water bound macadamspecification including spreading in uniformthickness, hand packing, rolling withsmooth wheel roller 80-100 kN in staticroller in stages to proper grade andcamber, applying and brooming, stonescreening/binding materials to fill-up theinterstices of coarse aggregate, wateringand compacting to the required densitygrading 1 as per Technical SpecificationClause 404.

0/0 to 3/0 km 1x1 1500.00 3.00 0.100 1 cum 450.00 1857.69 835960.50

Name of the road : Hira Chitra to Thurtha canal


2

1

3

4

Sl. No.


(m)Width

(m)Thinkness


5

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density

0/0 to 3/0 km 1x1 1500.00 3.00 0.075 1 cum 337.50 2057.81 694510.88


0/0 to 3/0 km 1x1 1500.00 3.00 0.075 1 cum 337.50 2119.61 715368.38


0/0 to 3/0 km 1x1 1500.00 3.00 - sq.m 4500.00 745.56 3355020.00

7583784.75



6

7

Sr.No.

Reference to MORD

Specifications

Unit Quantity Rate(Rs.)

Amount (Rs.)

1 201

a) Labour

Mate day 8.00 141.12 1,128.96 Mazdoor (Unskilled) day 200.00 141.12 28,224.00

b)hour 2.00 375.00 750.00

(a+b) 30,102.96 c) 3,010.30

(a+b+c) 33,113.26 33,113.26 3.31

3.3 202

By Manual Means

a) LabourMate day 0.06 141.12 8.47Mazdoor (Unskilled) day 1.50 141.12 211.68

b) MachineryTractor with trolley hour 0.38 375.00 142.50

(a+b) 362.65c) Overheads& Contractor's profit @10% on (a+b) 36.26

(a+b+c) 398.91398.91

RATE ANALYSIS AS PER MORD

Description

Clearing and grubbing road land including uprooting wildvegitation, grass,bushes,shrubs, saplings and trrrs of girth up to300mm, removal of stumps of such trees cut earlier nad disposalof unserviceable materials and stacking of serviceable material tobe used or auctioned upto a lead of 1000m including disposal oftop organic soil not exceeding 150mm in thickness as pertechnical specification clause 201-1 of MORD

By Manual MeansTaking output =1 Hectare In a area of throny jungle

MachinaryTractor with trolly

Rate for hectare Rate per 1sqm = (a+b+c+d)/10000

Overheads &Contractors profit @10% on (a+b)

Dismantling of Flexible Pavements

Dismantling of Flexible Pavements and disposal of dismantledmaterials upto a lead of 100m, stacking serviceable andunserviceable materials separately as per Technical SpecificationsClause 202.

Rate per cum = a+b+c

Sr.No.

Reference to MORD

Specifications


Amount (Rs.) Description

3.3 202

a) LabourMate day 0.03 141.12 4.23Mazdoor (semi-skilled) day 0.50 145.12 72.56Mazdoor (Unskilled) 0.50 141.12 70.56

b) Machineryhour 1.00 300.00 300.00

Tractor with trolley hour 0.40 375.00 150.00

Joint Cutting Machine with 2-3 blades hour 1.00 250 250.00(a+b) 847.35

c) Overheads& Contractor's profit @10% on (a+b) 84.74(a+b+c) 932.09

932.09

401A

i) For Grading I materialUnit = cumTaking output =300 cum

a) LabourMate day 0.48 141.12 67.74Mazdoor (Skilled) day 2.00 145.12 290.24Mazdoor (Unskilled) day 10.00 141.12 1,411.20

b) Machineryhour 6.00 1,854.00 11,124.00hour 30.00 1,292.00 38,760.00hour 12.00 388.00 4,656.00hour 5.00 75.00 375.00

c) Material

cum 192.00 1,326.20 2,54,630.409.5mm to 2.36 mm below @ 20 per cent cum 77.00 978.5 75,344.50 2.36 mm below @ 30 per cent cum 115.00 394.7 45,390.50Water kl 30.00 55.00 1,650.00

(a+b+c) 4,33,699.58d) Overheads & contractors profit @ 10% on (a+b+c) 43,369.96

(a+b+c+d) 4,77,069.54Rate per cum = (a+b+c+d)/300 1,590.23

Construction of granular sub-base by providing well graded

Material, spreading in uniform layers withmotor grader on

prepared surface, mixing by mix in place method with rotavator at

OMC, and compacting with smooth wheel roller to achieve

desired density, complete as per technical specifications

Motor Grader 110 HP 50 cu.m per hour

Air Compressor 210 cfm with two leads for pneumatic cutters/hammers @ 1cum per hour

Water tanker 6 kl capacity

For well graded granular sub-base materials as per Table 400.1

53 mm to 9.5 mm @ 50 per cent

Granular Sub-Base with well Graded Material (Table:- 400-1)

Three wheel 80-100 kN static roller @ 10 cum per hour

c)Dismantling of Cement Concrete Pavements

Dismantling of Cement Concrete Pavements and by mechnaicalmeans using pneumatic tools breaking to pieces not exceeding0.02cum in volume and stock pilling at designated locations anddisposal of dismantled materials upto lead of 1000m, stackingserviceable and unserviceable material separately.


Mix in Place Method

Tractor with Rotavator 25 cum per hour

Sr.No.

Reference to MORD

Specifications



ii) For Grading II materialUnit = cumTaking output =300 cum



c) Material


(a+b+c) 4,05,873.88d) Overheads @ 10% on (a+b+c) 40,587.39


ii) For Grading III materialUnit = cumTaking output =300 cum



c) Material

cum 134.00 978.50 1,31,119.004.75mm to 2.36 mm below @12.5 per cent cum 48.00 746.9 35,851.20 2.36 mm below @ 52.5 per cent cum 201.60 394.7 79,571.52Water kl 30.00 55.00 1,650.00

(a+b+c) 3,04,875.90d) Overheads & Contractors profit@ 10% on (a+b+c) 30,487.59



9.5 mm to 4.75 mm @ 35 per cent







Tractor with Rotavator 25 cum per hourThree wheel 80-100 kN static roller @ 10 cum per hour



Sr.No.

Reference to MORD

Specifications



405

WBM Grade-I

By Manual MeansUnit = cumTaking output = 360 cuma) Labour

Mate day 10.08 141.12 1,422.49Mazdoor (Skilled) day 2.00 145.12 290.24Mazdoor (Unskilled) day 250.00 141.12 35,280.00

b) Machineryhour 36.00 1,292.00 46,512.00

hour 24.00 75.00 1,800.00c) Material (Refer Tables 400.7, 8, 9 and 10)

Aggregatecum 435.60

953.4

4,15,301.04

Stone Screeningcum 97.20 940.00 91,368.00

Binding Materialcum 28.80 280.50 8,078.40

kl 144.00 55.00 7,920.00(a+b+c) 6,07,972.17

d) Overheads &contractors profit @ 10% on (a+b+c) 60,797.22(a+b+c+d) 6,68,769.39

Rate per cum=(a+b+c+d+e)/360 1,857.69

Grading 1 - 90 mm to 45 mm @1.21 cum per 10 sqm for compacted thickness of 100 mm

Providing, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in static roller in stages to proper gradeand camber, applying and brooming, stone screening/bindingmaterials to fill-up the interstices of coarse aggregate, wateringand compacting to the required density grading 1 as per TechnicalSpecification Clause 404.


Water Bound Macadam Sub-base/Base


Type B 11.2 mm for Grading 1 @ 0.27 cum per 10 sqm

Binding Material @ 0.08 cum per 10 sqm for Grading 1 material

Water

Sr.No.

Reference to MORD

Specifications



WBM Grade-II



b) Machineryhour 45.00 1,292.00 58,140.00


Aggregatecum 435.60

1082.94,71,711.24



kl 144.00 55.00 7,920.00(a+b+c) 6,73,466.17




Grading 2 - 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm



Providing, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber,applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compactingto the required density grading 2 as per Technical SpecificationClause 405.


Water

Sr.No.

Reference to MORD

Specifications



WBM Grade-III

By Manual MeansUnit = cumTaking output = 360 cum

a) LabourMate day 10.08 141.12 1,422.49Mazdoor (Skilled) day 2.00 145.12 290.24Mazdoor (Unskilled) day 250.00 141.12 35,280.00

b) Machineryhour 45.00 1,292.00 58,140.00


Aggregatecum 435.60 1,165.00 5,07,474.00


Water kl 144.00 55.00 7,920.00(a+b+c) 6,93,542.73

d) Overheads&contractors profit @ 10% on (a+b+c) 69,354.27(a+b+c+d) 7,62,897.00


Providing, laying, spreading and compacting stoneaggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying andbrooming, stone screening/binding materials to fill-upthe interstices of coarse aggregate, watering andcompacting to the required density grading 2 as perTechnical Specification Clause 405.




Grading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm

Sr.No.

Reference to MORD

Specifications



5.12 1500 Interlocking Concrete Block Pavement

Unit = cumTaking output =225 sqm

a) Labour Mate day 1.00 141.12 141.12Mazdoor (Unskilled) day 17.00 145.12 2,467.04Mason (2nd class) day 8.00 141.12


c) Materiali) sqm 225.00 467.00 1,05,075.00

ii) m 120.00 335.00 40,200.00

iii) Sand as per Table 1500.5 cum 7.23 595.00 4,301.85

Joints=60x0.08=0.48cumiv) Water for Wetting of bedding sand kl 3.00 55.00 165.00

(a+b+c) 152500.01d) Overheads &Contractor's profit @10% on (a+b+c) 15250.00

(a+b+c+d) 167750.01e)

Cost for 225 cum =(a+b+c+d+e) 167750.01Rate for sqm 745.56

5.12 800&1200

i)

a) Material

t 0.275 5,000.00 1,375.00

cum 0.48 595.00 285.60

cum 0.48 691.00 331.68

cum 0.24 831.00 199.44

cum 0.08 940.00 75.20

Edge blocks 60 mx2



Providing inter-locking blocks of approved shape,thickness and size

Bed =603*75*0.03=6.75cum

Coarse sand

Cement

Unit = cum

40 mm aggregate

20 mm aggregate

P.C.C M 15

Providing concrete for Plain/reinforced concrete in open

foundations complete as per drawings and technical

specifications clauses 802,803,1202 &1203

Normal Mix(1:2:5:5)

10 mm aggregate

Sr.No.

Reference to MORD

Specifications



b) LabourMate day 0.08 141.12 11.29Mason (1st class) day 0.1 145.12 14.51Mazdoor(unskilled) day 1.63 141.12 230.03Bhisti day 0.27 141.12 38.10

c) Machineryhour 0.40 40.00 16.00

(a+b+c) 2,576.85

d) 103.07

2,679.92

e) 267.99

Rate per cum=a+b+c+d+e 2,947.92

5.12 800&1200

i)

a) Material

t 0.35 5,000.00 1,750.00

cum 0.45 595.00 267.75

cum 0.54 831.00 448.74

cum 0.36 940.00 338.40



(a+b+c) 3,131.83

d) 125.27

3,257.11e) 325.71

Rate per cum=a+b+c+d 3,582.82

For Normal mix 1:2:4

Cement

Concrete mixer .4/.28 cum capacity

Formwork @ 4% on cost of material,labour and

machinery (a+b+c)

Overheads &Contractor's profit @10% on (a+b+c+d)


machinery (a+b+c)

Providing concrete for Plain/reinforced concrete in open

foundations complete as per drawings and technical

specifications clauses 802,803,1202 &1203R.C.C M 20

Overheads & Contractor's profit @10% on (a+b+c+d)

Coarse sand

20 mm aggregate

10 mm aggregate


Sr.No.

Reference to MORD

Specifications



5.12 800

i)

a) Material

t 0.43 5,000.00 2,150.00

cum 0.45 595.00 267.75

cum 0.54 831.00 448.74

cum 0.36 940.00 338.40


(a+b) 3,515.83c) Machinery

hour 0.40 40.00 16.00

d) 703.17

(a+b+c+d) 4,235.00

e) 423.50


5.12 1000&1200

a) Material

t 1.05 36,400.00

kg 6 50.00

b) 0.00

Mate day 0.4 141.12 56.45Blacksmith day 2 141.12 282.24Mazdoor(unskilled) day 6 141.12 846.72

(a+b) 37,635.41

c) 3763.5408Rate per t=a+b+c 41,398.95

Overheads &Contractor's profit @10% on (a+b+c+d)

Unit =cum

Coarse sand

Contractor's profit @10% on (a+b+c)

Labour for cutting,bending,shifting to site,typingand placing in position

MS bars including 5% for overlapse and wastage

Binding wire

20 mm aggregate

10 mm aggregate


Supplying,fitting and Placing MS bar reinforcement in

foundation complete as per drawings and technical

specifications Clauses 1000 and 1202.Unit =t

Providing and laying reinforced cement concrete in super

structure as per drawings and technical specifications clauses

800,1205.4 &1205.5R.C.C M 30

For Normal mix 1:2:4

Cement


machinery (a+b)


2010

RADIAL ROADS


Sl. No

.


Width (m)

Thinkness (m)


1 2 3 4 5 6 7 8 9 10 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance witj requirements of lines, grades and cross sections.

For Road 1x2 4520 2.25 0.75 1 cum 15255.00 37.71 575266.05

For drain 1x2 4520 0.75 0.5 1 cum 3390.00 37.71 127836.9

703102.95

2

Scarifying Existing Bituminous surface toa depth of 150mm by Mechanical Means

1x1 4520 5 1sqm 22600.00 4.76 107576Construction of Subgrade and Earthen shoulders


For Road 1x2 4520.00 2.25 0.301 cum 6102.00 139.7 852449.4

For shoulder1x2 4520.00 1.00 0.42

1 cum 3796.80 139.7 530412.96

1382862.36Construction of granular sub-base (Grade-II) by providing well graded Material,spreading in uniform layers withmotorgrader on prepared surface, mixing bymix in place method with rotavator atOMC, and compacting with smoothwheel roller to achieve desired density,complete as per technical specifications

0/0 to 4/52 km 1x2 4520.00 2.25 0.200 1 cum 4068.00 1488.20 6053997.60


Name of the road : Hospet to Galemmanagudi (RR1 and RR2)

1

4

3

Sl. No

.


Width (m)

Thinkness (m)



0/0 to 4/52 km 1x2 4520.00 1.25 0.250 1 cum 2825.00 1706.02 4819506.50


0/0 to 4/52 km 1x1 4520.00 7.50 - 1 cum 33900.00 37.11 1258029.00

7

Providing and laying dense graded bituminous macadam (Grade -II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 4/52 km 1x1 4520.00 7.50 0.130 1 cum 4407.00 5684.00 25049388.00

6

5

Sl. No

.


Width (m)

Thinkness (m)


8



distributor at the rate of 0.25 to 0.30 kg

per sqm on the prepared dry and hungry

bituminous surface cleaned with

Hydraulic broom as per Technical


9


0/0 to 4/52 km 1x1 4520.00 7.50 0.040 cum 1356.00 6164.00 8358384.00

48085067.41


48800000.00Total

Length of the Road(km)= 4.33 km


Length (m) Width (m)



For Road 1x2 4330 1.75 0.75 1 cum 11366.25 37.71 428621.2875

For drain 1x2 4330 0.75 0.5 1 cum 3247.50 37.71 122463.225

551084.5125Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means

1x1 4330 6 - 1sqm 25980.00 4.76 123664.8Construction of Subgrade and Earthen shouldersConstruction of Subgrade and Earthen shoulders with approved material obtained from barrow pits all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirment of Table300.2with lead upto 1000m as per Technical specification Clause 303.1

For Road 1x2 4330 1.75 0.3 1 cum 4546.50 37.71 171448.515

For shoulder 1x2 4330 1 0.42 1 cum 3637.20 37.71 137158.812

308607.327Construction of granular sub-base byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting withsmooth wheel roller to achieve desireddensity, complete as per technicalspecifications

0/0 to 4/33 km 1x2 4330.00 1.75 0.200 1 cum 3031.00 1488.20 4510734.20

5



Name of the Road: P.K.halli to Kannada University (RR3)

1

2

3

4




0/0 to 4/33 km 1x2 4330.00 0.75 0.250 1 cum 1623.75 1706.02 2770149.98Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502

0/0 to 4/33 km 1x1 4330.00 7.50 - 1 cum 32475.00 37.11 1205147.25Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 4/33 km 1x1 4330.00 7.50 0.130 1 cum 4221.75 5684.00 23996427.00

8

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 0/0 to 4/33 km 1x1 4330.00 7.50 - sq.m 32475.00 10.39 337415.25

9


0/0 to 4/33 km 1x1 4330.00 7.50 0.040 cum 1299.00 6164.00 8007036.00

41810266.31


42300000.00Total

7

6






For Road 1x2 6230 3.15 0.75 1 cum 29436.75 37.71 1110059.843

For drain 1x2 6230 0.75 0.5 1 cum 4672.50 37.71 176199.975

1286259.818Scarifying Existing Bituminous surface to a depth of150mm by Mechanical Means

1x1 6230 3.2 - 1sqm 19936.00 4.76 94895.36Construction of Subgrade and Earthen shoulders


For Road 1x2 6230 3.15 0.3 1 cum 11774.70 139.7 1644925.59


2376003.634 Construction of granular sub-base (Grade -II) by

providing well graded Material, spreading in uniformlayers withmotor grader on prepared surface, mixingby mix in place method with rotavator at OMC, andcompacting with smooth wheel roller to achievedesired density, complete as per technicalspecifications

0/0 to 6/23 km 1x2 6230.00 3.15 0.200 1 cum 7849.80 1488.20 11682072.36Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kKN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per tables400.11 &400.12 and Technical specification clause 406.

0/0 to 6/23 km 1x2 6230.00 2.15 0.250 1 cum 6697.25 1706.02 11425642.45

5


Name of the Road: Nallapura to Sitaram tanda (RR4)

1

2

3





0/0 to 6/23 km 1x1 6230.00 7.50 - 1 cum 46725.00 37.11 1733964.75Providing and laying dense graded bituminous macadam (Grade -II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 6/23 km 1x1 6230.00 7.50 0.130 1 cum 6074.25 5684.00 34526037.00Providing and applying tack coat with Bitumen

emulsion (RS-1) using emulsion distributor at the

rate of 0.25 to 0.30 kg per sqm on the prepared dry

and hungry bituminous surface cleaned with

Hydraulic broom as per Technical Specification

Clause 503.0/0 to 6/23 km 1x1 6230.00 7.50 - sq.m 46725.00 10.39 485472.75


0/0 to 6/23 km 1x1 6230.00 7.50 0.040 cum 1869.00 6164.00 11520516.00

75130864.11


75800000.00

7

9

8

Total

6


Sl. No. Description of Item No Length (m) Width(m)Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)


For Road 1x2 5620 2.25 0.75 1 cum 18967.50 37.71 715264.425

For drain 1x2 5620 0.75 0.5 1 cum 4215.00 37.71 158947.65


1x1 5620 5 - 1sqm 28100.00 4.76 133756Construction of Subgrade and Earthen shoulders


For Road 1x2 5620 2.25 0.3 1 cum 7587.00 139.7 1059903.9


1719399.66Construction of granular sub-base(Grade-II) byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting with smoothwheel roller to achieve desired density, completeas per technical specifications

0/0 to 5/62 km 1x2 5620.00 2.25 0.200 1 cum 5058.00 1488.20 7527315.60Providing, laying, spreading and compacting graded


including premixing the Material with water at

OMC in mechanical mix plant carriage of mixed

Material by tipper to site, laying in uniform layers

in sub-base/base course on a well prepared sub-

base and compacting with smooth wheel roller of

80 to 100 kKN weight to achieve the desired

density including lighting, barricading and



5


Name of the Road: Morarjidesai school to Venkatapura (RR5)

1

2

3

4

Sl. No. Description of Item No Length (m) Width(m)Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)


0/0 to 5/62 km 1x1 5620.00 7.50 - 1 cum 42150.00 37.11 1564186.50Providing and laying dense graded bituminous macadam (Grade-II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.



0/0 to 5/62 km 1x1 5620.00 7.50 0.040 cum 1686.00 6164.00 10392504.00

59787185.59


60500000.00

6

7

8

9

Total

Length of the Road(km)= 3.26

Sl. No.


(m)Width (m)

Thinkness (m)



For Road 1x2 3260 2.25 0.75 1 cum 11002.50 37.71 414904.275

For drain 1x2 3260 0.75 0.5 1 cum 2445.00 37.71 92200.95




For Road 1x2 3260 2.25 0.3 1 cum 4401.00 139.7 614819.7


997374.184 Construction of granular sub-base(Grade -

II) by providing well graded Material,spreading in uniform layers withmotorgrader on prepared surface, mixing by mixin place method with rotavator at OMC,and compacting with smooth wheel rollerto achieve desired density, complete as pertechnical specifications


0/0 to 3/26 km 1x2 3260.00 1.25 0.250 1 cum 2037.50 1706.02 3476015.75


Name of the Road: Sanapura to Koramma camp (RR6)

1

2

3

5

Sl. No.


(m)Width (m)

Thinkness (m)




0/0 to 3/26 km 1x1 3260.00 7.50 0.130 1 cum 3178.50 5684.00 18066594.00

8



distributor at the rate of 0.25 to 0.30 kg per

sqm on the prepared dry and hungry

bituminous surface cleaned with Hydraulic

broom as per Technical Specification Clause

503.


0/0 to 3/26 km 1x1 3260.00 7.50 0.040 cum 978.00 6164.00 6028392.00

34680822.96


35050000.00

9

Total

6

7

Length of the Road(km)= 6.23Km


Length (m)

Width (m)


1 2 3 4 5 6 7 8 9 10Clearing and grubbing road land including uprooting wild vegitation, grass, bushes, shrubs, saplings and trrrs of girth up to 300mm, removal of stumps of such trees cut earlier nad disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201-1 of MORD

1x1 6230 12.58 - 1 Sq.m 78373.40 3.31 259415.954 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance witj requirements of lines, grades and cross sections.

For drain 1x2 6230 0.75 0.5 1 cum 4672.50 37.71 176199.975

176199.975Construction of Subgrade and Earthen shoulders


For Road 1x1 6230 12.58 0.3 1 cum 23512.02 139.7 3284629.194

For shoulder 1x2 6230 1.42 0.42 1 cum 7431.14 139.7 1038130.817

4322760.011Construction of granular sub-base (Grade -II)by providing well graded Material,spreading in uniform layers withmotor graderon prepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

0/0 to 6/23 km 1x1 6230.00 11.58 0.200 1 cum 14428.68 1488.20 21472761.58


Name of the Road: Dasanahalli to Mallapura(RR 7)

1

2

3

4


Length (m)

Width (m)


Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site,

laying in uniform layers in sub-base/base

course on a well prepared sub-base and

compacting with smooth wheel roller of 80 to

100 kKN weight to achieve the desired density

including lighting, barricading and

maintenance of diversion,etc as per

tables400.11 &400.12 and Technical

specification clause 406.0/0 to 6/23 km 1x1 6230.00 7.50 0.250 1 cum 11681.25 1706.02 19928446.13

6




emulsion (RS-1) using emulsion distributor at

the rate of 0.25 to 0.30 kg per sqm on the

prepared dry and hungry bituminous surface

cleaned with Hydraulic broom as per


5

7

8


Length (m)

Width (m)


9


0/0 to 6/23 km 1x1 6230.00 7.50 0.040 cum 1869.00 6164.00 11520516.00

94425574.14


95100000.00Total

Length of the Road(km)= 3.894Km


Length (m)

Width (m)


1 2 3 4 5 6 7 8 9 10Clearing and grubbing road land including uprooting wild vegitation, grass,bushes,shrubs, saplings and trrrs of girth up to 300mm, removal of stumps of such trees cut earlier nad disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201-1 of MORD


For drain 1x2 3894 0.75 0.5 1 cum 2920.50 37.71 110132.055



For Road 1x1 3894 12.58 0.3 1 cum 14695.96 139.7 2053025.053


2701898.472Construction of granular sub-base(Grade -II)by providing well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

0/0 to 3/894km 1x1 3894.00 11.58 0.200 1 cum 9018.50 1488.20 13421337.65

3

4


Name of the Road: Mallapura to Rampura (RR8)

1

2


Length (m)

Width (m)



0/0 to 3/894km 1x1 3894.00 7.50 0.250 1 cum 7301.25 1706.02 12456078.53Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502

0/0 to 3/894km 1x1 3894.00 7.50 - 1 cum 29205.00 37.11 1083797.55

7


0/0 to 3/894km 1x1 3894.00 7.50 0.130 1 cum 3796.65 5684.00 21580158.60Providing and applying tack coat with Bitumen





Technical Specification Clause 503.0/0 to 3/894km 1x1 3894.00 7.50 - sq.m 29205.00 10.39 303439.95

6

5

8


Length (m)

Width (m)



0/0 to 3/894km 1x1 3894.00 7.50 0.040 cum 1168.20 6164.00 7200784.80

59019772.99


59390000.00Total

9

Length of the Road(km)= 3.29+0.64 Km

Sl. No.


(m)Width

(m)Thinkness


1 2 3 4 5 6 7 8 9 10Clearing and grubbing road land including uprooting wild vegitation, grass, bushes,shrubs, saplings and trrrs of girth up to 300mm, removal of stumps of such trees cut earlier nad disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000m including disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201-1 of MORD

1x1 640 12.58 - 1 Sq.m 8051.20 3.31 26649.472Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance witj requirements of lines, grades and cross sections.

For drain 1x2 3930 0.75 0.5 1 cum 2947.50 37.71 111150.225

For road 1x2 3290 3 0.75 2 cum 14805.00 37.71 558296.55




For Road(BT) 1x2 3290 3 0.3 1 cum 5922.00 139.7 827303.4For Road 1x1 640 12.58 0.3 1 cum 2415.36 139.7 337425.792

For Shoulder 1x2 3930 1.42 0.42 1 cum 4687.70 139.7 654872.2488

1819601.441


Name of the road :Rangapura to Chikkarampura (RR9)

1

2

3

4

Sl. No.


(m)Width

(m)Thinkness


Construction of granular sub-base(Grade -II)by providing well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

1x2 3290 3.00 0.200 1 cum 3948.00 1488.20 5875413.601x1 640 11.58 0.200 1 cum 1482.24 1488.20 2205869.57

8081283.168Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kKN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per tables400.11 &400.12 and Technical specification clause 406.

1x2 3290 2.00 0.250 1 cum 3290.00 1706.02 5612805.801x1 640 7.50 0.250 1 cum 1200.00 1706.02 2047224.00

7660029.8Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502


0/0 to 3/93 km 1x1 3930.00 7.50 0.130 1 cum 3831.75 5684.00 21779667.00Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.0/0 to 3/93 km 1x1 3930.00 7.50 - sq.m 29475.00 10.39 306245.25

0/0 to 3/93 km

0/0 to 3/93 km

8

9

5

6

7

Sl. No.


(m)Width

(m)Thinkness



0/0 to 3/93 km 1x1 3930.00 7.50 0.040 cum 1179.00 6164.00 7267356.00

48758907.56


49200000.00Total

10


Sl. No.

Description of Item NoLength (m) Width (m)



For Road 1x2 15020 2.85 0.75 1 cum 64210.50 37.71 2421377.955

For drain 1x2 15020 0.75 0.5 1 cum 11265.00 37.71 424803.15

2846181.105Scarifying Existing Bituminous surface to a depthof 150mm by Mechanical Means



For Road 1x2 15020 2.85 0.3 1 cum 25684.20 139.7 3588082.74

For Shoulder 1x2 15020 1 0.42 1 cum 12616.80 139.7 1762566.96

5350649.7Construction of granular sub-base(Grade-II) byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting with smoothwheel roller to achieve desired density, completeas per technical specifications

0/0 to 15/02 km 1x2 15020.00 2.85 0.200 1 cum 17122.80 1488.20 25482150.96


0/0 to 15/02 km 1x2 15020.00 1.85 0.250 1 cum 13893.50 1706.02 23702588.87

3

4

5


Name of the Road: Sanapura to NH 13 (RR10)

1

2

Sl. No.

Description of Item NoLength (m) Width (m)



0/0 to 15/02 km 1x1 15020.00 7.50 - 1 cum 112650.00 37.11 4180441.50Providing and laying dense graded bituminous macadam (Grade-II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 15/02 km 1x1 15020.00 7.50 0.130 1 cum 14644.50 5684.00 83239338.00

8



0/0 to 15/02 km 1x1 15020.00 7.50 0.040 cum 4506.00 6164.00 27774984.00

174018449.40


175300000.00Total

6

7

9



Length (m)

Width (m)




For drain 1x2 4760 0.75 0.5 1 cum 3570.00 37.71 134624.7



For Road 1x1 4760 12.58 0.3 1 cum 17964.24 139.7 2509604.328


3302782.93Construction of granular sub-base (Grade -II)by providing well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

0/0 to 4/76km 1x1 4760.00 11.58 0.200 1 cum 11024.16 1488.20 16406154.91

4

3


Name of the Road: Tungabhadra river to Kalagatta(RR 11)

1

2


Length (m)

Width (m)


1 2 3 4 5 6 7 8 9 10Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site,








specification clause 406.0/0 to 4/76km 1x1 4760.00 7.50 0.250 1 cum 8925.00 1706.02 15226228.50


0/0 to 4/76km 1x1 4760.00 7.50 - 1 cum 35700.00 37.11 1324827.00Providing and laying dense graded bituminous macadam (Grade -II)with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.







5

6

7

8


Length (m)

Width (m)


1 2 3 4 5 6 7 8 9 10Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

0/0 to 4/76km 1x1 4760.00 7.50 0.040 cum 1428.00 6164.00 8802192.00

72145382.49


72620000.00Total

9



Length (m)

Width (m)




For drain 1x2 1690 0.75 0.5 1 cum 1267.50 37.71 47797.425



For Road 1x1 1680 12.58 0.3 1 cum 6340.32 139.7 885742.704



0/0 to 1/68km 1x1 1680.00 11.58 0.200 1 cum 3890.88 1488.20 5790407.62

4


Name of the Road: Kalagatta to Dhanapura (RR12)

1

2

3


Length (m)

Width (m)


1 2 3 4 5 6 7 8 9 10Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kKN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per tables400.11 &400.12 and Technical specification clause 406.

0/0 to 1/68km 1x1 1680.00 7.50 0.250 1 cum 3150.00 1706.02 5373963.00

6


0/0 to 1/68km 1x1 1680.00 7.50 - 1 cum 12600.00 37.11 467586.00Providing and laying dense graded bituminous macadam (Grade-II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.







5

7

8


Length (m)

Width (m)



0/0 to 1/68km 1x1 1680.00 7.50 0.040 cum 504.00 6164.00 3106656.00

25463359.00


25650000.00Total

9


Sl. No.


Width (m)

Thinkness (m)



For Road 1x2 2990 3.4 0.75 1 cum 15249.00 37.71 575039.79

For drain 1x2 2990 0.75 0.5 1 cum 2242.50 37.71 84564.675



CoConstruction of Subgrade and Earthen shoulders with approved material obtained from barrow pits all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirment of Table300.2with lead upto 1000m as per Technical specification Clause 303.1

For Road 1x2 2990 3.4 0.3 1 cum 6099.60 139.7 852114.12


1202984.64Construction of granular sub-base (Grade -II)byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting with smoothwheel roller to achieve desired density, completeas per technical specifications

0/0 to 2/99 km 1x2 2990.00 3.40 0.200 1 cum 4066.40 1488.20 6051616.48

5

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material with

water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform

layers in sub-base/base course on a well prepared

sub-base and compacting with smooth wheel

roller of 80 to 100 kKN weight to achieve the

desired density including lighting, barricading and




Name of the Road: Dhanapura to Malapanagudithanda (RR13)

1

2

3

4

Sl. No.


Width (m)

Thinkness (m)


1 2 3 4 5 6 7 8 9 10Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502

0/0 to 2/99 km 1x1 2990.00 7.50 - 1 cum 22425.00 37.11 832191.75Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 2/99 km 1x1 2990.00 7.50 0.130 1 cum 2915.25 5684.00 16570281.00

8

Providing and applying tack coat with Bitumen


rate of 0.25 to 0.30 kg per sqm on the prepared

dry and hungry bituminous surface cleaned with


Clause 503.0/0 to 2/99 km 1x1 2990.00 7.50 - sq.m 22425.00 10.39 232995.75


0/0 to 2/99 km 1x1 2990.00 7.50 0.040 cum 897.00 6164.00 5529108.00

37238409.33


37570000.00Total

6

7

9



Length (m)

Width (m)




For drain 1x2 1690 0.75 0.5 1 cum 1267.50 37.71 47797.425



For Road 1x1 1690 12.58 0.3 1 cum 6378.06 139.7 891014.982



0/0 to 1/69km 1x1 1690.00 11.58 0.200 1 cum 3914.04 1488.20 5824874.33

3

4


Name of the Road:Malapanagudithanda to Nagenahalli Bridge( RR 14)

1

2


Length (m)

Width (m)



0/0 to 1/69km 1x1 1690.00 7.50 0.250 1 cum 3168.75 1706.02 5405950.88


0/0 to 1/69km 1x1 1690.00 7.50 - 1 cum 12675.00 37.11 470369.25Providing and laying dense graded bituminous macadam (Grade -II )with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.







5

6

7

8


Length (m)

Width (m)



0/0 to 1/69km 1x1 1690.00 7.50 0.040 cum 507.00 6164.00 3125148.00

25614642.10


25800000.00Total

9



Length (m)

Width (m)


1 2 3 4 5 6 7 8 9 10Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means

1x1 4120 6 - 1sqm 24720.00 4.76 117667.2 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance witj requirements of lines, grades and cross sections.

For Road 1x2 4120 1.75 0.75 1 cum 10815.00 37.71 407833.65

For drain 1x2 4120 0.75 0.5 1 cum 3090.00 37.71 116523.9



For Road 1x2 4120 1.75 0.3 1 cum 4326.00 139.7 604342.2


1087815.96Construction of granular sub-base (Grade -II)by providing well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

0/0 to 4/12 km 1x2 4120.00 1.75 0.200 1 cum 2884.00 1488.20 4291968.80

3


Name of the Road: Kannada University to Kamalapura (RR15)

1

2

4


Length (m)

Width (m)



0/0 to 4/12 km 1x2 4120.00 2.40 0.250 1 cum 4944.00 1706.02 8434562.88


0/0 to 4/12 km 1x1 4120.00 7.50 - 1 cum 30900.00 37.11 1146699.00Providing and laying dense graded bituminous macadam (Grade -II)with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.


0/0 to 4/12 km 1x1 4120.00 7.50 - sq.m 30900.00 10.39 321051.00

6

8

7

5


Length (m)

Width (m)


1 2 3 4 5 6 7 8 9 10Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.

0/0 to 4/12 km 1x1 4120.00 7.50 0.040 cum 1236.00 6164.00 7618704.00

46375454.39


46850000.00

9

Total



Length (m)

Width (m)



For Road 1x2 3320 2.8 0.75 1 cum 13944.00 37.71 525828.24

For drain 1x2 3320 0.75 0.5 1 cum 2490.00 37.71 93897.9



ConConstruction of Subgrade and Earthen shoulders with approved material obtained from barrow pits all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirment of Table300.2with lead upto 1000m as per Technical specification Clause 303.1

For Road 1x2 3320 2.8 0.3 1 cum 5577.60 139.7 779190.72


1168786.084 CConstruction of granular sub-base (Grade -II)by

providing well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting with smoothwheel roller to achieve desired density, completeas per technical specifications

0/0 to 3/32 km 1x2 3320.00 2.80 0.200 1 cum 3718.40 1488.20 5533722.88

5



specification including premixing the Material with

water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform

layers in sub-base/base course on a well prepared

sub-base and compacting with smooth wheel roller

of 80 to 100 kKN weight to achieve the desired

density including lighting, barricading and



3


Name of the Road: Sitaramatanda to Kamalapura (RR 16)

1

2


Length (m)

Width (m)


1 2 3 4 5 6 7 8 9 10


0/0 to 3/32 km 1x1 3320.00 7.50 - 1 cum 24900.00 37.11 924039.00

7

Providing and laying dense graded bituminous macadam (Grade -II)with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.



0/0 to 3/32 km 1x1 3320.00 7.50 0.040 cum 996.00 6164.00 6139344.00

38202657.34


38550000.00Total

9

6

8

Length of the Road(km)= 4.18+.271Km

Sl. No.


Width (m)

Thinkness (m)



For Road 1x2 4451 3 0.75 1 cum 20029.50 37.71 755312.445

For drain 1x2 4451 0.75 0.5 1 cum 3338.25 37.71 125885.4075




For Road 1x2 4451 3 0.3 1 cum 8011.80 139.7 1119248.46


1641564.408Construction of granular sub-base (Grade -II) byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting with smoothwheel roller to achieve desired density, complete asper technical specifications


0/0 to 4/451 km 1x2 4451.00 2.00 0.250 1 cum 4451.00 1706.02 7593495.02

3

4

5


Name of the Road: Venkatapura to Anegundi (RR 17)

1

2

Sl. No.


Width (m)

Thinkness (m)






0/0 to 4/451 km 1x1 4451.00 7.50 0.040 cum 1335.30 6164.00 8230789.20

52622639.63


53100000.00

6

7

Total

8

9


Sl. No.


Width (m)

Thinkness (m)



For Road 1x2 2220 3.05 0.75 1 cum 10156.50 37.71 383001.615

For drain 1x2 2220 0.75 0.5 1 cum 1665.00 37.71 62787.15




For Road 1x2 2220 3.05 0.3 1 cum 4062.60 139.7 567545.22


828057.78Construction of granular sub-base(Grade -II) byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting with smoothwheel roller to achieve desired density, complete asper technical specifications

0/0 to 2/22km 1x2 2220.00 3.05 0.200 1 cum 2708.40 1488.20 4030640.88Providing, laying, spreading and compacting graded


including premixing the Material with water at OMC

in mechanical mix plant carriage of mixed Material

by tipper to site, laying in uniform layers in sub-

base/base course on a well prepared sub-base and

compacting with smooth wheel roller of 80 to 100

kKN weight to achieve the desired density including

lighting, barricading and maintenance of

diversion,etc as per tables400.11 &400.12 and

Technical specification clause 406.0/0 to 2/22km 1x2 2220.00 2.05 0.250 1 cum 2275.50 1706.02 3882048.51


Name of the Road: Rampura to Kadebhagilu (RR 18)

1

2

3

4

5

Sl. No.


Width (m)

Thinkness (m)


1 2 3 4 5 6 7 8 9 10

6


0/0 to 2/22km 1x1 2220.00 7.50 - 1 cum 16650.00 37.11 617881.50Providing and laying dense graded bituminous macadam (Grade -II)with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 2/22km 1x1 2220.00 7.50 0.130 1 cum 2164.50 5684.00 12303018.00Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

0/0 to 2/22km 1x1 2220.00 7.50 - sq.m 16650.00 10.39 172993.50Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

0/0 to 2/22km 1x1 2220.00 7.50 0.040 cum 666.00 6164.00 4105224.00

26421581.42


26700000.00

8

9

Total

7


2010

CIRCULAR ROADS


Sl. No.


Width(m)



1x1 4000 12.58 -1 Sq.m 50320.00 3.31 166559.2

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance witj requirements of lines, grades and cross sections.

For drain 1x2 5925 0.75 0.5 1 cum 4443.75 37.71 167573.8125

For road 1x2 1925 2.75 0.75 2 cum 7940.63 37.71 299440.9688




For Road(BT) 1x2 1925 2.75 0.3 1 cum 3176.25 139.7 443722.125For Road 1x1 4000 12.58 0.3 1 cum 15096.00 139.7 2108911.2


3539940.723


Name of the road : Kondanayakanahalli to P.K.halli (CR1)

1

2

3

4

Sl. No.


Width(m)


1 2 3 4 5 6 7 8 9 10Construction of granular sub-base (Grade -II)by providing well graded Material,spreading in uniform layers withmotorgrader on prepared surface, mixing by mix inplace method with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

1x2 1925.00 2.75 0.200 1 cum 2117.50 1488.20 3151263.501x1 4000.00 11.58 0.200 1 cum 9264.00 1488.20 13786684.80


1x2 1925.00 1.75 0.250 1 cum 1684.38 1706.02 2873577.441x1 4000.00 7.50 0.250 1 cum 7500.00 1706.02 12795150.00

15668727.44

7


0/0 to 5/925 km 1x1 5925.00 7.50 - 1 cum 44437.50 37.11 1649075.63Providing and laying dense graded bituminous macadam(Grade -II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 5/925 km 1x1 5925.00 7.50 0.130 1 cum 5776.88 5684.00 32835757.50Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 0/0 to 5/925 km 1x1 5925.00 7.50 - sq.m 44437.50 10.39 461705.63

6

0/0 to 5/925 km

0/0 to 5/925 km

5

8

9

Sl. No.


Width(m)



0/0 to 5/925 km 1x1 5925.00 7.50 0.040 cum 1777.50 6164.00 10956510.00

82719891.19


88240000.00Total

10


Sl. No.


(m) Width(m)Thinkness

(m) unit Quantity Rate (Rs) Amount(Rs)



For drain 1x2 9020 0.75 0.5 1 cum 6765.00 37.71 255108.15

For road 1x2 3320 3.5 0.75 2 cum 17430.00 37.71 657285.3


1x1 3320 2.5 - 1sqm 8300.00 4.76 39508Construction of Subgrade and Earthen shoulders




4966494.258


Name of the road :P.K.halli to Nallapura (CR 2)

1

2

3

4

Sl. No.





1x2 3320.00 3.50 0.200 1 cum 4648.00 1488.20 6917153.601x1 5700.00 11.58 0.200 1 cum 13201.20 1488.20 19646025.84


1x2 3320.00 2.50 0.250 1 cum 4150.00 1706.02 7079983.001x1 5700.00 7.50 0.250 1 cum 10687.50 1706.02 18233088.75

25313071.75Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502


0/0 to 9/02 km 1x1 9020.00 7.50 0.130 1 cum 8794.50 5684.00 49987938.00

9


5

7

6

8

0/0 to 9/02 km

0/0 to 9/02 km

Sl. No.





0/0 to 9/02 km 1x1 9020.00 7.50 0.040 cum 2706.00 6164.00 16679784.00

127913090.76


128850000.00Total

10

Length of the Road(km)= 15 Km

Sl. No.


Width (m)

Thinkness (m)



For Road 1x2 15000 2.25 0.75 1 cum 50625.00 37.71 1909068.75

For drain 1x2 15000 0.75 0.5 1 cum 11250.00 37.71 424237.5


1x1 15000 5 - 1sqm 75000.00 4.76 357000Construction of Subgrade and Earthen shouldersConstruction of Subgrade and Earthen shoulders with approved material obtained from barrow pits all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirment of Table300.2with lead upto 1000m as per Technical specification Clause 303.1

For Road 1x2 15000 2.25 0.3 1 cum 20250.00 139.7 2828925

For Shoulder 1x2 15000 1 0.42 1 cum 12600.00 139.7 1760220

45891454 Construction of granular sub-base (Grade -II)

by providing well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting withsmooth wheel roller to achieve desireddensity, complete as per technicalspecifications

0/0 to 15/0 km 1x2 15000.00 2.250 0.200 1 cum 13500.00 1488.20 20090700.00

5



specification including premixing the Material

with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site,





including lighting, barricading and maintenance

of diversion,etc as per tables400.11 &400.12

and Technical specification clause 406.0/0 to 15/0 km 1x2 15000.00 1.250 0.250 1 cum 9375.00 1706.02 15993937.50


Name of the Road: Devalapura to Kampli CR3(Part 1)

1

2

3

Sl. No.


Width (m)

Thinkness (m)


1 2 3 4 5 6 7 8 9 10

6


0/0 to 15/0 km 1x1 15000.00 7.50 - 1 cum 112500.00 37.11 4174875.00

7

Providing and laying dense graded bituminous macadam(Grade -II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.


0/0 to 15/0 km 1x1 15000.00 7.50 - sq.m 112500.00 10.39 1168875.00

9


0/0 to 15/0 km 1x1 15000.00 7.50 0.040 cum 4500.00 6164.00 27738000.00

159574338.75


160500000.00Total

8



(m) Width (m) Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)


For Road 1x2 8770 2.25 0.75 1 cum 29598.75 37.71 1116168.863

For drain 1x2 8770 0.75 0.5 1 cum 6577.50 37.71 248037.525


1x1 5150 5 - 1sqm 25750.00 4.76 122570Construction of Subgrade and Earthen shouldersConstruction of Subgrade and Earthen shoulders with approved material obtained from barrow pits all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirment of Table300.2with lead upto 1000m as per Technical specification Clause 303.1

For Road 1x2 8770 2.25 0.3 1 cum 11839.50 139.7 1653978.15


2683120.11Construction of granular sub-base(Grade -II) byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting with smoothwheel roller to achieve desired density, completeas per technical specifications

0/0 to 8/77 km 1x2 8770.00 2.250 0.200 1 cum 7893.00 1488.20 11746362.60

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying

in uniform layers in sub-base/base course on a

well prepared sub-base and compacting with

smooth wheel roller of 80 to 100 kKN weight to

achieve the desired density including lighting,

barricading and maintenance of diversion,etc as

per tables400.11 &400.12 and Technical

specification clause 406.

4

5


Name of the Road: Kampli to Morarjidesai School (CR3 part-2)

1

2

3


(m) Width (m) Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)

1 2 3 4 5 6 7 8 9 100/0 to 8/77 km 1x2 8770.00 1.250 0.250 1 cum 5481.25 1706.02 9351122.13


0/0 to 8/77 km 1x1 8770.00 7.50 - 1 cum 65775.00 37.11 2440910.25

7




0/0 to 8/77 km 1x1 8770.00 7.50 0.040 cum 2631.00 6164.00 16217484.00

93211640.72


94350000.00Total

6

8

9

Length of the Road(km)= 10 Km


Length (m)

Width (m)



For Road 1x2 10000 3.1 0.75 1 cum 46500.00 37.71 1753515

For drain 1x2 10000 0.75 0.5 1 cum 7500.00 37.71 282825

2036340Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means

1x1 3320 3.3 - 1sqm 10956.00 4.76 52150.56Construction of Subgrade and Earthen shouldersConConstruction of Subgrade and Earthen shoulders with approved material obtained from barrow pits all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirment of Table300.2with lead upto 1000m as per Technical specification Clause 303.1

For Road 1x2 10000 3.1 0.3 1 cum 18600.00 139.7 2598420

For shoulder 1x2 10000 1 0.42 1 cum 8400.00 139.7 1173480

3771900Construction of granular sub-base(Grade -II) byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting with smoothwheel roller to achieve desired density,complete as per technical specifications

0/0 to 10/0 km 1x2 10000.00 3.100 0.200 1 cum 12400.00 1488.20 18453680.00

5


0/0 to 10/0 km 1x2 10000.00 2.100 0.250 1 cum 10500.00 1706.02 17913210.00

3

4


Name of the Road: Nallapura to Devalapura (CR 3 part-3)

1

2


Length (m)

Width (m)






0/0 to 10/0 km 1x1 10000.00 7.50 0.040 cum 3000.00 6164.00 18492000.00

119700780.56


120800000.00Total

6

7

8

9



Length (m)

Width (m)




For drain 1x2 1000 0.75 0.5 1 cum 750.00 37.71 28282.5



For Road 1x1 1000 12.58 0.3 1 cum 3774.00 139.7 527227.8


693861.96Construction of granular sub-base Grade -II byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting withsmooth wheel roller to achieve desireddensity, complete as per technicalspecifications

0/0 to 1/0 km 1x1 1000.00 11.58 0.200 1 cum 2316.00 1488.20 3446671.20


Name of the Road: Morarjidesai school to Tungabhadra River (CR4)

1

2

3

4


Length (m)

Width (m)


1 2 3 4 5 6 7 8 9 10Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site,









6


0/0 to 1/0 km 1x1 1000.00 7.50 - 1 cum 7500.00 37.11 278325.00Providing and laying dense graded bituminous macadam Grade -II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.







7

5

8


Length (m)

Width (m)



0/0 to 1/0 km 1x1 1000.00 7.50 0.040 cum 300.00 6164.00 1849200.00

15156592.96


15300000.00

9

Total



Length (m)

Width (m)




For drain 1x2 4600 0.75 0.5 1 cum 3450.00 37.71 130099.5



For Road 1x1 4660 12.58 0.3 1 cum 17586.84 139.7 2456881.548


3233396.7344 Construction of granular sub-base Grade-II by


0/0 to 4/66 km 1x1 4660.00 11.58 0.200 1 cum 10792.56 1488.20 16061487.79


Name of the Road: Rampura to Rangapura (CR 7)

1

2

3


Length (m)

Width (m)


5










6


0/0 to 4/66 km 1x1 4660.00 7.50 - 1 cum 34950.00 37.11 1296994.50

7

Providing and laying dense graded bituminous macadam Grade-II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 4/66 km 1x1 4660.00 7.50 0.130 1 cum 4543.50 5684.00 25825254.00

8








Length (m)

Width (m)


9


0/0 to 4/66 km 1x1 4660.00 7.50 0.040 cum 1398.00 6164.00 8617272.00

70628026.24


71100000.00Total



Length (m)

Width (m)




For drain 1x2 3380 0.75 0.5 1 cum 2535.00 37.71 95594.85



For Road 1x1 3380 12.58 0.3 1 cum 12756.12 139.7 1782029.964


2345253.425Construction of granular sub-base Grade-II byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting withsmooth wheel roller to achieve desireddensity, complete as per technicalspecifications

0/0 to 3/38 km 1x1 3380.00 11.58 0.200 1 cum 7828.08 1488.20 11649748.66


Name of the Road: Rangapura to Sanapura (CR 8)

1

2

3

4


Length (m)

Width (m)











6


0/0 to 3/38 km 1x1 3380.00 7.50 - 1 cum 25350.00 37.11 940738.50

7

Providing and laying dense graded bituminous macadam Grade-II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 3/38 km 1x1 3380.00 7.50 0.130 1 cum 3295.50 5684.00 18731622.00

8







5


Length (m)

Width (m)


9


0/0 to 3/38 km 1x1 3380.00 7.50 0.040 cum 1014.00 6164.00 6250296.00

51229284.20


51600000.00Total

Length of the Road(km)= 0.5





For Road 1x2 500 2.75 0.75 1 cum 2062.50 37.71 77776.875

For drain 1x2 500 0.75 0.5 1 cum 375.00 37.71 14141.25




For Road 1x2 500 2.75 0.3 1 cum 825.00 37.71 31110.75


46948.954 Construction of granular sub-base Grade -II by


0/0 to 0/5 km 1x2 500.00 2.75 0.200 1 cum 550.00 1488.20 818510.00

5



Name of the Road: Sanapura toTungabadra River (CR 9)

1

2

3




0/0 to 0/5 km 1x2 500.00 1.75 0.250 1 cum 437.50 1706.02 746383.75

6


0/0 to 0/5 km 1x1 500.00 7.50 - 1 cum 3750.00 37.11 139162.50

7

Providing and laying dense graded bituminous macadam Grade -II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 0/5 km 1x1 500.00 7.50 0.130 1 cum 487.50 5684.00 2770950.00

8


0/0 to 0/5 km 1x1 500.00 7.50 - sq.m 3750.00 10.39 38962.50

9


0/0 to 0/5 km 1x1 500.00 7.50 0.040 cum 150.00 6164.00 924600.00

5586955.83


5650000.00Total


Sl. No.


Width (m)

Thinkness (m)



For Road 1x2 5640 2.25 0.75 1 cum 19035.00 37.71 717809.85

For drain 1x2 5640 0.75 0.5 1 cum 4230.00 37.71 159513.3




For Road 1x2 5640 2.25 0.3 1 cum 7614.00 139.7 1063675.8


1725518.524 Construction of granular sub-base Grade -II by

providing well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting with smoothwheel roller to achieve desired density, completeas per technical specifications

0/0 to 5/64km 1x2 5640.00 2.25 0.200 1 cum 5076.00 1488.20 7554103.20

5


0/0 to 5/64km 1x2 5640.00 1.25 0.250 1 cum 3525.00 1706.02 6013720.50


Name of the Road: Sanapura to Chikkarampura (CR 10)

1

2

3

Sl. No.


Width (m)

Thinkness (m)


6


0/0 to 5/64km 1x1 5640.00 7.50 - 1 cum 42300.00 37.11 1569753.00

7

Providing and laying dense graded bituminous macadam Grade -II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 5/64km 1x1 5640.00 7.50 0.130 1 cum 5499.00 5684.00 31256316.00

8



rate of 0.25 to 0.30 kg per sqm on the prepared

dry and hungry bituminous surface cleaned with


Clause 503.0/0 to 5/64km 1x1 5640.00 7.50 - sq.m 42300.00 10.39 439497.00

9


0/0 to 5/64km 1x1 5640.00 7.50 0.040 cum 1692.00 6164.00 10429488.00

59999951.37


60650000.00Total

Length of the Road(km)= 1.55+2.617

Sl. No.


(m)Width

(m)Thinkness




For drain 1x2 4167 0.75 0.5 1 cum 3125.25 37.71 117853.1775

For road 1x2 1550 2.25 0.75 2 cum 5231.25 37.71 197270.4375






2366441.947


Name of the road :Chikkarampura to Near Kadebhagala (CR11)

1

2

3

4

Sl. No.


(m)Width

(m)Thinkness


5 Construction of granular sub-base (Grade -II)by providing well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

1x2 1550 2.25 0.200 1 cum 1395.00 1488.20 2076039.001x1 2617 11.58 0.200 1 cum 6060.97 1488.20 9019938.53

11095977.53

6

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and






specification clause 406.1x2 1550 1.25 0.250 1 cum 968.75 1706.02 1652706.881x1 2617 7.50 0.250 1 cum 4906.88 1706.02 8371226.89

10023933.76

7


0/0 to 4/167 km 1x1 4167.00 7.50 - 1 cum 31252.50 37.11 1159780.28

8


0/0 to 4/167 km 1x1 4167.00 7.50 0.130 1 cum 4062.83 5684.00 23093097.30

0/0 to 4/167 km

0/0 to 4/167 km

Sl. No.


(m)Width

(m)Thinkness


9

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.0/0 to 4/167 km 1x1 4167.00 7.50 - sq.m 31252.50 10.39 324713.48

10


0/0 to 4/167 km 1x1 4167.00 7.50 0.040 cum 1250.10 6164.00 7705616.40

56230545.66


56700000.00Total


Sl. No.


(m)Width

(m)Thinkness




For drain 1x2 2550 0.75 0.5 1 cum 1912.50 37.71 72120.375

For road 1x2 1680 3 0.75 2 cum 7560.00 37.71 285087.6






1306058.094


Name of the road :Kadebhagala to Koramma camp (CR12)

1

2

3

4

Sl. No.


(m)Width

(m)Thinkness



1x2 1680.00 3.00 0.200 1 cum 2016.00 1488.20 3000211.201x1 870.00 11.58 0.200 1 cum 2014.92 1488.20 2998603.94

5998815.144

6


1x2 1680.00 2.00 0.250 1 cum 1680.00 1706.02 2866113.601x1 870.00 7.50 0.250 1 cum 1631.25 1706.02 2782945.13

5649058.725

7


0/0 to 2/55 km 1x1 2550.00 7.50 - 1 cum 19125.00 37.11 709728.75

8


0/0 to 2/55 km 1x1 2550.00 7.50 0.130 1 cum 2486.25 5684.00 14131845.00

9


0/0 to 2/55 km

0/0 to 2/55 km

5

Sl. No.


(m)Width

(m)Thinkness


10


0/0 to 2/55 km 1x1 2550.00 7.50 0.040 cum 765.00 6164.00 4715460.00

33131097.86


33500000.00Total



Length (m)

Width (m)




For drain 1x2 1280 0.75 0.5 1 cum 960.00 37.71 36201.6



For Road 1x1 1280 12.58 0.3 1 cum 4830.72 139.7 674851.584


888143.30884 Construction of granular sub-base (Grade-II)

by providing well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

0/0 to 1/28 km 1x1 1280.00 11.58 0.200 1 cum 2964.48 1488.20 4411739.14

3


Name of the Road: Karamma camp to Tungabadra River (CR13)

1

2


Length (m)

Width (m)


5



specification including premixing the Material

with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site,









6


0/0 to 1/28 km 1x1 1280.00 7.50 - 1 cum 9600.00 37.11 356256.00

7

Providing and laying dense graded bituminous macadam (Grade-II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 1/28 km 1x1 1280.00 7.50 0.130 1 cum 1248.00 5684.00 7093632.00

8








Length (m)

Width (m)


9


0/0 to 1/28 km 1x1 1280.00 7.50 0.040 cum 384.00 6164.00 2366976.00

19400438.99


19600000.00Total



Length (m)

Width (m)




For drain 1x2 7200 0.75 0.5 1 cum 5400.00 37.71 203634

203634Construction of Subgrade and Earthen shoulders


For Road 1x1 7200 12.58 0.3 1 cum 27172.80 139.7 3796040.16


4995806.1124 Construction of granular sub-base (Grade-II)


0/0 to 7/2 km 1x1 7200.00 11.58 0.200 1 cum 16675.20 1488.20 24816032.64


Name of the Road: Tungabadra river to Venkatapura(CR 14)

1

2

3


Length (m)

Width (m)


5










6


0/0 to 7/2 km 1x1 7200.00 7.50 - 1 cum 54000.00 37.11 2003940.00

7


0/0 to 7/2 km 1x1 7200.00 7.50 0.130 1 cum 7020.00 5684.00 39901680.00

8








Length (m)

Width (m)


9


0/0 to 7/2 km 1x1 7200.00 7.50 0.040 cum 2160.00 6164.00 13314240.00

109127469.31


109900000.00Total

Length of the Road(km)= 3.69+.316 Km

Sl. No.





1x1 3690 12.58 -1 Sq.m 46420.20 3.31 153650.862


For drain 1x2 4006 0.75 0.5 1 cum 3004.50 37.71 113299.695

For road 1x2 316 2.95 0.75 2 cum 1398.30 37.71 52729.893






2691144.0315 Construction of granular sub-base (Grade -II

)by providing well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

1x2 316.00 2.95 0.200 1 cum 372.88 1488.20 554920.021x1 3690.00 11.58 0.200 1 cum 8546.04 1488.20 12718216.73

13273136.74

0/0 to 5/67 km


Name of the road : Venkatapura to Sitaramtanda (CR 15)

1

2

3

4

Sl. No.




6


1x2 316.00 1.95 0.250 1 cum 308.10 1706.02 525624.761x1 3690.00 7.50 0.250 1 cum 6918.75 1706.02 11803525.88

12329150.64

7


0/0 to 5/67 km 1x1 4006.00 7.50 - 1 cum 30045.00 37.11 1114969.95

8

Providing and laying dense graded bituminous macadam (Grade -II ) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

0/0 to 5/67 km 1x1 4006.00 7.50 0.130 1 cum 3905.85 5684.00 22200851.40

9

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 0/0 to 5/67 km 1x1 4006.00 7.50 - sq.m 30045.00 10.39 312167.55

0/0 to 5/67 km

Sl. No.




10


0/0 to 5/67 km 1x1 4006.00 7.50 0.040 cum 1201.80 6164.00 7407895.20

59654410.94


60300000.00Total



Length (m) Width(m)



1x1 5740 12.58 - 1 Sq.m 72209.20 3.31 239012.452 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

For drain 1x2 5740 0.75 0.5 1 cum 4305.00 37.71 162341.55



For Road 1x1 5740 12.58 0.3 1 cum 21662.76 139.7 3026287.572


3982767.654 Construction of granular sub-base(Grade-II)


0/0 to 5/74 km 1x1 5740.00 11.58 0.200 1 cum 13293.84 1488.20 19783892.69


Road Name:Sitaramtanda to Kannad University (CR 16)

1

2

3


Length (m) Width(m)


5


0/0 to 5/74 km 1x1 5740.00 7.50 0.250 1 cum 10762.50 1706.02 18361040.25

6


0/0 to 5/74 km 1x1 5740.00 7.50 - 1 cum 43050.00 37.11 1597585.50

7


0/0 to 5/74 km 1x1 5740.00 7.50 0.130 1 cum 5596.50 5684.00 31810506.00

8


0/0 to 5/74 km 1x1 5740.00 7.50 - sq.m 43050.00 10.39 447289.50


Length (m) Width(m)


9


0/0 to 5/74 km 1x1 5740.00 7.50 0.040 cum 1722.00 6164.00 10614408.00

86998843.59





Length (m)

Width (m)




For drain 1x2 5800 0.75 0.5 1 cum 4350.00 37.71 164038.5



For Road 1x1 5800 12.58 0.3 1 cum 21889.20 139.7 3057921.24


4024399.368Construction of granular sub-base byproviding well graded Material, spreading inuniform layers withmotor grader on preparedsurface, mixing by mix in place method withrotavator at OMC, and compacting withsmooth wheel roller to achieve desireddensity, complete as per technicalspecifications

0/0 to 5/8km 1x1 5800.00 11.58 0.200 1 cum 13432.80 1488.20 19990692.96


Name of the Road: Kannad University to Gallimmagudi(CR17)

1

2

3

4


Length (m)

Width (m)










specification clause 406.0/0 to 5/8km 1x1 5800.00 7.50 0.250 1 cum 10875.00 1706.02 18552967.50

6


0/0 to 5/8km 1x1 5800.00 7.50 - 1 cum 43500.00 37.11 1614285.00

7


0/0 to 5/8km 1x1 5800.00 7.50 0.130 1 cum 5655.00 5684.00 32143020.00

8







5


Length (m)

Width (m)


9


0/0 to 5/8km 1x1 5800.00 7.50 0.040 cum 1740.00 6164.00 10725360.00

87908239.17


88480000.00Total


Sl. No.


(m)Width

(m)Thinkness




For drain 1x2 5157 0.75 0.5 1 cum 3867.75 37.71 145852.8525

For road 1x2 881 3.65 0.75 2 cum 4823.48 37.71 181893.2423

For road 1x2 945 2.15 0.75 2 cum 3047.63 37.71 114925.9388


1x1 881 2.2 - 1sqm 1938.20 4.76 9225.832

1x1 945 5.2 - 1sqm 4914.00 4.76 23390.6432616.472

Construction of Subgrade and Earthen shoulders


For Road(BT) 1x2 881 3.65 0.3 1 cum 1929.39 139.7 269535.783For Road(BT) 1x2 945 2.15 0.3 2 cum 1219.05 139.7 170301.285

For Road 1x1 3331 12.58 0.3 1 cum 12571.19 139.7 1756195.802


3055365.233

4


Name of the road :Gallimma Temple to Dhanapura (CR 18)

1

2

3

Sl. No.


(m)Width

(m)Thinkness



1x2 881 3.65 0.200 1 cum 1286.26 1488.20 1914212.131x2 945 2.15 0.200 2 cum 812.70 1488.20 1209460.141x1 3331 11.58 0.200 1 cum 7714.60 1488.20 11480861.77

14604534.04

6


1x2 881 2.65 0.250 1 cum 1167.33 1706.02 1991479.801x2 945 1.15 0.250 2 cum 543.38 1706.02 927008.621x1 3331 7.50 0.250 1 cum 6245.63 1706.02 10655161.16

13573649.58

6


0/0 to 5/157 km 1x1 5157.00 7.50 - 1 cum 38677.50 37.11 1435322.03

7


0/0 to 5/157 km 1x1 5157.00 7.50 0.130 1 cum 5028.08 5684.00 28579578.30

5

0/0 to 5/157 km

0/0 to 5/157 km

Sl. No.


(m)Width

(m)Thinkness


8


9


0/0 to 5/157 km 1x1 5157.00 7.50 0.040 cum 1547.10 6164.00 9536324.40

71777232.84





Length (m)

Width (m)




For drain 1x2 1730 0.75 0.5 1 cum 1297.50 37.71 48928.725



For Road 1x1 1730 12.58 0.3 1 cum 6529.02 139.7 912104.094


1200381.191Construction of granular sub-base(Grade -II)by providing well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

0/0 to 1/73 km 1x1 1730.00 11.58 0.200 1 cum 4006.68 1488.20 5962741.18


Name of the Road: Dhanapur to Tungabadra River (CR19)

1

2

3

4


Length (m)

Width (m)











6


0/0 to 1/73 km 1x1 1730.00 7.50 - 1 cum 12975.00 37.11 481502.25

7


0/0 to 1/73 km 1x1 1730.00 7.50 0.130 1 cum 1686.75 5684.00 9587487.00

8







5


Length (m)

Width (m)


9


0/0 to 1/73 km 1x1 1730.00 7.50 0.040 cum 519.00 6164.00 3199116.00

26220905.82


26590000.00Total



Length (m)

Width (m)




For drain 1x2 1300 0.75 0.5 1 cum 975.00 37.71 36767.25



For Road 1x1 1300 12.58 0.3 1 cum 4906.20 139.7 685396.14


902020.5484 Construction of granular sub-base (Grade -II)


0/0 to 1/3 km 1x1 1300.00 11.58 0.200 1 cum 3010.80 1488.20 4480672.56


Name of the Road: Tungabadra river to near Dhanpura (CR 20)

1

2

3


Length (m)

Width (m)


5










6


0/0 to 1/3 km 1x1 1300.00 7.50 - 1 cum 9750.00 37.11 361822.50

7


0/0 to 1/3 km 1x1 1300.00 7.50 0.130 1 cum 1267.50 5684.00 7204470.00

8








Length (m)

Width (m)


9


0/0 to 1/3 km 1x1 1300.00 7.50 0.040 cum 390.00 6164.00 2403960.00

19703570.85


19850000.00Total



(m)Width

(m)Thinkness



1x1 3550 12.58 -1 Sq.m 44659.00 3.31 147821.29


For drain 1x2 5670 0.75 0.5 1 cum 4252.50 37.71 160361.775

For Road 1x2 2120 3 0.75 2 cum 9540.00 38.71 369293.4529655.175






3349569.5775 Construction of granular sub-base(Grade -II)

by providing well graded Material,spreading in uniform layers withmotorgrader on prepared surface, mixing by mixin place method with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

1x2 2120.00 3.00 0.200 1 cum 2544.00 1488.20 3785980.801x1 3550.00 11.58 0.200 1 cum 8221.80 1488.20 12235682.76

16021663.56

Name of the road : Kalligatta to Malpantanda (CR21)

4


2

1

3

0/0 to 5/67 km


(m)Width

(m)Thinkness


6

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kKN weight to achieve the desired density including lighting, barricading and maintenance of diversion,etc as per tables400.11 &400.12 and Technical specification clause 406. 1x2 2120.00 2.00 0.250 1 cum 2120.00 1706.02 3616762.40

1x1 3550.00 7.50 0.250 1 cum 6656.25 1707.02 11362351.8814979114.28

7


0/0 to 5/67 km 1x1 5670.00 7.50 - 1 cum 42525.00 37.11 1578102.75

8


0/0 to 5/67 km 1x1 5670.00 7.50 0.130 1 cum 5528.25 5684.00 31422573.00

9


0/0 to 5/67 km 1x1 5670.00 7.50 - sq.m 42525.00 10.39 441834.75

0/0 to 5/67 km


(m)Width

(m)Thinkness


9


0/0 to 5/67 km 1x1 5670.00 7.50 0.040 cum 1701.00 6164.00 10484964.00

78990617.58


79600000.00Total


Sl. No.


(m)Width

(m)Thinkness




For drain 1x2 1177 0.75 0.5 1 cum 882.75 37.71 33288.5025

For road 1x2 577 3 0.75 2 cum 2596.50 37.71 97914.015






621284.4013


Name of the road :Malpantanda to Kondanayakalli (CR22)

1

2

3

4

Sl. No.


(m)Width

(m)Thinkness


Construction of granular sub-base (Grade -II)by providing well graded Material, spreadingin uniform layers withmotor grader onprepared surface, mixing by mix in placemethod with rotavator at OMC, andcompacting with smooth wheel roller toachieve desired density, complete as pertechnical specifications

1x2 577 3.00 0.200 1 cum 692.40 1488.20 1030429.681x1 600 11.58 0.200 1 cum 1389.60 1488.20 2068002.72

3098432.4

6


1x2 577 2.00 0.250 1 cum 577.00 1706.02 984373.541x1 600 7.50 0.250 1 cum 1125.00 1706.02 1919272.50

2903646.04

7


0/0 to 1/177 km 1x1 1177.00 7.50 - 1 cum 8827.50 37.11 327588.53

8


0/0 to 1/177 km 1x1 1177.00 7.50 0.130 1 cum 1147.58 5684.00 6522816.30

0/0 to 1/177 km

0/0 to 1/177 km

5

Sl. No.


(m)Width

(m)Thinkness


9





cleaned with Hydraulic broom as per Technical


10


0/0 to 1/177 km 1x1 1177.00 7.50 0.040 cum 353.10 6164.00 2176508.40

15907793.01


16050000.00Total

Sr.No.

Reference to

MORD Specificati

ons


Amount (Rs.)

1 201

a) Labour

Mate day 8.00 141.12 1,128.96 Mazdoor (Unskilled) day 200.00 141.12 28,224.00

b)hour 2.00 375.00 750.00

(a+b) 30,102.96 c) 3,010.30

(a+b+c) 33,113.26 33,113.26 3.31

2 302

a) LabourMate day 1.80 141.12 254.02 Mazdoor (Unskilled) day 2.00 141.12 282.24

b) Machinery - hour 3.60 1,565.00 5,634.00

(a+b+c) 6,170.26 c) 617.03

(a+b+c) 6,787.28 37.71

3 1.1


b)

RATE ANALYSIS AS PER MORD

Description

Clearing and grubbing road land including uprooting wild vegitation,grass,bushes,shrubs, saplings and trrrs of girth up to 300mm, removalof stumps of such trees cut earlier nad disposal of unserviceablematerials and stacking of serviceable material to be used orauctioned upto a lead of 1000m including disposal of top organic soilnot exceeding 150mm in thickness as per technical specificationclause 201-1 of MORD

(ii) Excavation in soil with Dozer with lead upto 100mExcavation for roadway in soil by mechanical means includingcutting and pushing the earth to site of embankment upto a distanceof 100m, including trimming bottom and side slopes in accordancewitj requirements of lines, grades and cross sections.

By Manual MeansTaking output =1 Hectare In a area of throny jungle

Overheads &Contractors profit @10% on (a+b)Cost of 180 cum

Rate per 1cum = (a+b+c)/180

(ii)Loading earth, sand, Moorum, Manure, flyash by manual meansincluding a lead upto 30 m

Unit =cum

Rate per 1sqm = (a+b+c+d)/10000

MachinaryTractor with trolly


Taking output =180 cum

Taking output =5.5 cum

Dozer D-50 @ 50 cum per hour (cutting with pushing)

Rate for hectare

Machinary

Sr.No.

Reference to

MORD Specificati

ons



hour 0.25 240.00 60.00 (a+b) 96.69

c) 9.67 (a+b+c) 106.36

106.36 19.34


b)hour 0.166 240.00 39.84

(a+b) 58.19 c) 5.82

(a+b+c) 64.00 64.00 11.64

4 303.1

Taking output = 100 cuma) Labour

Mate day 0.04 141.12 5.64Mazdoor (Unskilled) day 1.00 141.12 141.12

b) Machinery 0.00hour 1.00 1,008.00 1,008.00

hour 4.50 240.00 1,080.00cum 100.00 19.34 1,934.00cum 100.00 11.64 1,164.00

dozer D-50 for spreading @ 200 cum per hour hour 0.50 1,565.00 782.50Motor grader for grading @ 200 cum per hour hour 0.50 1,854.00 927.00Water tanker 6 kl capacity hour 2.00 75.00 150.00Three wheel 80-100 kN Static Roller @ 70cum per hour hour 1.43 1,292.00 1,847.56

c) Material 0.00Water kl 12.00 55.00 660.00Compensation for earth taken from private land cum 120.00 25.00 3,000.00

12,699.82d) Overheads&Contractor's profit @10% on (a+b+c) 1,269.98

(a+b+c+d) 13,969.81139.70

5 303

Machinary

Rate per cum = (a+b+c)/5.5


Taking output =5.5 cum

Rate for 5.5cum

(a+b+c)

Rate per cum = (a+b+c+d)/100

Unit = cum

Add rate for unloading as per item 1.1(iv)

Unit =cum

Truck

Construction of Subgrade and Earthen shoulders

Construction of Subgrade and Earthen shoulders with approvedmaterial obtained from barrow pits all lifts and leads, transporting tosite, spreading , grading to required slope and compacted to meetrequirment of Table300.2with lead upto 1000m as per Technicalspecification Clause 303.1

Hydraulic excavator 0.9 cum bucket capacity @ 100 cum per hour

Compacting original ground supporting subgrade

Tipper 5.5 cum capacity, 4 trips per hour Add rate for loading as per item 1.1(ii)

(iii)UnLoading Earth, sand, Moorum, Manure, flyash by manualmeans including a lead upto 30 m

Rate per cum = (a+b+c)/5.5


Rate for 5.5 cum

Truck

Sr.No.

Reference to

MORD Specificati

ons



Unit = cumTaking output = 600 cuma) Labour


b) Machinery Tractor with ripper attachment hour 10.00 184.00 1,840.00Motor grader for grading hour 6.00 1,854.00 11,124.00Water tanker 6 kl capacity hour 4.00 75.00 300.00

Three wheel 80-100 kN Static Roller @ 70cum per hour hour 8.60 1,292.00 11,111.20c) Material

Water kl 24.00 55.00 1,320.00(a+b+c) 26,575.79

d) Overheads&Contractor's profit @10% on (a+b+c) 2,657.58(a+b+c+d) 29,233.37

Rate per cum = (a+b+c+d)/600 48.72

6 301.4

Unit = sqmTaking output = 100 sqma) Labour


b) MachineryTractor with ripper attachment @ 60cum per hour hour 0.25 184.00 46.00

hour 0.30 624.000 187.20hour 0.68 240.000 163.20


(a+b+c) 476.404.76

Rate per sqm 4.76

7 202

By Manual Means

a) LabourMate day 0.06 141.12 8.47Mazdoor (Unskilled) day 1.50 141.12 211.68

b) MachineryTractor with trolley hour 0.38 375.00 142.50


(a+b+c) 398.91

Tipper 5.5 cum capacity, 4 trips per day

Rate per sqm = (a+b+c)/100

Dismantling of Flexible Pavements and disposal of dismantledmaterials upto a lead of 100m, stacking serviceable andunserviceable materials separately as per Technical SpecificationsClause 202.

Front end loader 1 cum bucket capacity

Dismantling of Flexible Pavements

Scarifying Existing Bituminous surface to a depth of 150mm byMechanical Means

Loosening of the groung upto a level of 300 mm below the subgradelevel,watered,graded and compacted in layers to meet requirementto Table 300.1 and 300.2 for subgrade construction as per TechnicalSpecification Clause 303.5.2

Sr.No.

Reference to

MORD Specificati

ons



398.918 202

Unit = cumTaking Output = 1 cuma) Labour

Mate day 0.03 141.12 4.23Mazdoor (semi-skilled) day 0.50 145.12 72.56Mazdoor (Unskilled) 0.50 141.12 70.56


Tractor with trolley hour 0.40 375.00 150.00Joint Cutting Machine with 2-3 blades hour 1.00 250 250.00


(a+b+c) 932.09932.09

9 401A

i) For Grading I materialUnit = cumTaking output =300 cum


b) Machineryhour 6.00 1,854.00 11,124.00hour 30.00 1,292.00 38,760.00

hour 12.00 388.00 4,656.00

hour 5.00 75.00 375.00c) Material

cum 192.00 1,326.20 2,54,630.409.5mm to 2.36 mm below @ 20 per cent cum 77.00

978.575,344.50

2.36 mm below @ 30 per cent cum 115.00 394.7 45,390.50Water kl 30.00 55.00 1,650.00

(a+b+c) 4,33,699.58d) Overheads & contractors profit @ 10% on (a+b+c) 43,369.96

Mix in Place MethodConstruction of granular sub-base by providing well graded Material, spreading in uniform layers withmotor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve desired density,

complete as per technical specifications


Three wheel 80-100 kN static roller @ 10 cum per hourTractor with Rotavator 25 cum per hour

Granular Sub-Base with well Graded Material (Table:- 400-1)

Rate per cum = a+b+cc)Dismantling of Cement Concrete Pavements

Air Compressor 210 cfm with two leads for

pneumatic cutters/hammers @ 1cum per hour




53 mm to 9.5 mm @ 50 per cent

Dismantling of Cement Concrete Pavements and by mechnaicalmeans using pneumatic tools breaking to pieces not exceeding0.02cum in volume and stock pilling at designated locations anddisposal of dismantled materials upto lead of 100m, stackingserviceable and unserviceable material separately.

Sr.No.

Reference to

MORD Specificati

ons




ii) For Grading II materialUnit = cumTaking output =300 cum



c) Material


(a+b+c) 4,05,873.88d) Overheads @ 10% on (a+b+c) 40,587.39


ii) For Grading III materialUnit = cumTaking output =300 cum



c) Material

cum 134.00 978.50 1,31,119.00

4.75mm to 2.36 mm below @12.5 per cent cum 48.00 746.9 35,851.20 2.36 mm below @ 52.5 per cent cum 201.60 394.7 79,571.52Water kl 30.00 55.00 1,650.00

(a+b+c) 3,04,875.90d) Overheads & Contractors profit@ 10% on (a+b+c) 30,487.59


10 406 Wet Mix Macadam

Motor Grader 110 HP 50 cu.m per hourThree wheel 80-100 kN static roller @ 10 cum per




For well graded granular sub-base materials as per




Motor Grader 110 HP 50 cu.m per hourThree wheel 80-100 kN static roller @ 10 cum per Tractor with Rotavator 25 cum per hour

Sr.No.

Reference to

MORD Specificati

ons



By Mechanical Means with 1 km lead

a)day 0.400 141.12 56.45day 8.000 145.12 1160.96day 2.000 141.12 282.24

b)hour 4.000 624.00 2496.00

hour 4.000 1010.00 4040.00hour 5.000 240.00 1200.00hour 2.000 1854.00 3708.00hour 1.330 75.00 99.75hour 6.250 1292.00 8075.00

c) Materialcum 39.900 1338.30 53398.17cum 53.200 1210.30 64387.96cum 39.900 394.70 15748.53

Water kl 8.000 55.00 440.00(a+b+c) 155093.06

d) Overheads&Contractors profit @ 10% on (a+b+c) 15509.31(a+b+c+d) 170602.36

Rate per cum=(a+b+c+d)/100 1706.02

11 405WBM Grade-I


Mate day 10.08 141.12 1,422.49

Dressed ( skilled) for AlignmentMazdoor (Skilled)

Aggregate 22.4 to 2.36 mm @ 40 percemtFine aggregate/Crushed sand 2.36 mm to 75 micron @ 30 percent

Providing, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in static roller in stages to proper grade andcamber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compactingto the required density grading 1 as per Technical SpecificationClause 404.

Wet mix plant (plug mill)

Taking output = 100 cum Labour

Motor Grader at 50 cu.m per hourWater tanker 6 KL capacity

Water Bound Macadam Sub-base/Base

Three wheel 80-100 KN static roller @ 16 cum per hour

Providing, laying, spreading and compacting graded stone aggregate

to wet mix macadam specification including premixing the Material

with water at OMC in mechanical mix plant carriage of mixed

Material by tipper to site, laying in uniform layers in sub-base/base

course on a well prepared sub-base and compacting with smooth

wheel roller of 80 to 100 kKN weight to achieve the desired density

including lighting, barricading and maintenance of diversion,etc as

per tables400.11 &400.12 and Technical specification clause 406.

Unit = cum

Tipper/Dumper (10t) capacity

Mate

Front end loader 1 cum capacity Machinery

Coarse aggregate 45mm to 22.4 @ 30 percemt

Sr.No.

Reference to

MORD Specificati

ons



Mazdoor (Skilled) day 2.00 145.12 290.24Mazdoor (Unskilled) day 250.00 141.12 35,280.00

b) Machineryhour 36.00 1,292.00 46,512.00


Aggregatecum 435.60

953.4

4,15,301.04



kl 144.00 55.00 7,920.00(a+b+c) 6,07,972.17


Rate per cum=(a+b+c+d+e)/360 1,857.69WBM Grade-II



b) Machineryhour 45.00 1,292.00 58,140.00


Aggregatecum 435.60

1082.94,71,711.24



kl 144.00 55.00 7,920.00

Water

Three wheel 80-100 kN static roller @ 8 cum per hourWater tanker 6 kl capacity

Grading 1 - 90 mm to 45 mm @1.21 cum per 10 sqm for compacted thickness of 100 mm

Grading 2 - 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm



Providing, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber,applying and brooming, stone screening/binding materials to fill-upthe interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per Technical Specification Clause 405.



Binding Material @ 0.06 cum per 10 sqm for Grading 2 materialWater


Sr.No.

Reference to

MORD Specificati

ons



(a+b+c) 6,73,466.17d) Overheads &contractors profit @ 10% on (a+b+c) 67,346.62

(a+b+c+d) 7,40,812.79Rate per cum=(a+b+c+d+e)/360 2,057.81

By Manual MeansUnit = cumTaking output = 360 cum

a) LabourMate day 10.08 141.12 1,422.49Mazdoor (Skilled) day 2.00 145.12 290.24Mazdoor (Unskilled) day 250.00 141.12 35,280.00

b) Machineryhour 45.00 1,292.00 58,140.00


Aggregatecum 435.60 1,165.00 5,07,474.00


Water kl 144.00 55.00 7,920.00(a+b+c) 6,93,542.73

d) Overheads&contractors profit @ 10% on (a+b+c) 69,354.27(a+b+c+d) 7,62,897.00

Rate per cum=(a+b+c+d+e)/360 2,119.1612 5.12 1500 Interlocking Concrete Block Pavement

Unit = cumTaking output =225 sqm

a) Labour Mate day 1.00 141.12 141.12Mazdoor (Unskilled) day 17.00 145.12 2,467.04Mason (2nd class) day 8.00 141.12


Grading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm





Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

WBM Grade-III


Sr.No.

Reference to

MORD Specificati

ons



c) Materiali) sqm 225.00 467.00 1,05,075.00

ii) m 120.00 335.00 40,200.00

iii) Sand as per Table 1500.5 cum 7.23 595.00 4,301.85

Joints=60x0.08=0.48cumiv) Water for Wetting of bedding sand kl 3.00 55.00 165.00

(a+b+c) 152500.01d) Overheads &Contractor's profit @10% on (a+b+c) 15250.00

(a+b+c+d) 167750.01e)

Cost for 225 cum =(a+b+c+d+e) 167750.01Rate for sqm 745.56

13 5.1 502 Prime Coat(i) Medium porosity

Unit = sqmTaking output = 1750 sqm

a) Labour Mate day 0.10 141.12 14.11Mazdoor (Unskilled) day 2.00 141.12 282.24


Air compressor 210 cfm hour 1.40 300.00 420.00hour 1.00 593.00 593.00

Water tanker 6 kl capacity 1 trip per hour hour 0.50 75.00 37.50c) Material

t 1.83 31,220.00 57,132.60Water kl 3.00 55.00 165.00

d) Final rate 59,030.85e) 5,903.09Cost of 1750 sqm = a+b+c+d+e 64,933.94Rate per sqm = (a+b+c+d+e)/1750 37.11

14 5.2 503 Tack Coat(ii)


a) Labour Mate day 0.04 141.12 5.64Mazdoor (Unskilled) day 1.00 141.12 141.12

Add 10% for overhead charges &contractors profit

Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqmon the prepared dry and hungry bituminous surface cleanedwith Hydraulic broom as per Technical Specification Clause 503.

Bitumen emulsion pressure distributor @ 1750 sqm per hour

Bitumen emulsion (SS-1) @ 0.85 kg per sqm

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning ofroad surface and spraying primer at the rate of 0.90-1.2 kg/sqmusing mechanical means as per Technical Specification Clause502

Hydraulic broom @ 1250 sqm per hour

Edge blocks 60 mx2

Bed =603*75*0.03=6.75cum

Providing inter-locking blocks of approved shape,thickness and size

Sr.No.

Reference to

MORD Specificati

ons




Air compressor 210 cfm hour 1.40 300.00 420.00hour 1.00 593.00 593.00

c) Materialt 0.48 31,220.00 14,985.60

d) Final rate 16,531.76e) 1,653.18Cost of 1750 sqm = a+b+c+d+e 18,184.94Rate per sqm = (a+b+c+d+e)/1750 10.39

15 5.9 508

Case - II By Mechanical Means(II) Bitumen (S-65)

Unit = sqmTaking output = 4000 sqm (80 cum)

a) Labour day 0.52 141.12 73.38day 10.00 141.12 1,411.20

Mazdoor (Skilled) day 3.00 145.12 435.36b) Machinery

HMP 30/40 t per hour hour 6.00 4,580.00 27,480.00Electric generator set 125 KVA hour 6.00 750.00 4,500.00

hour 6.00 624.00 3,744.00Tipper 5.5 10 t capacity hour 3.64 240 873.60Paver finisher hour 6.00 2070 12,420.00

hour 16.00 1292.00 20,672.00

c) Materialt 5.84 30717 1,79,387.28

cum 108.001327

1,43,316.00

d) Final value 3,94,312.82e) 39,431.28Cost of 4000 sqm = a+b+c+d+e 4,33,744.10Rate per sqm = (a+b+c+d+e)/4000 108.44

16 5.12 510 Seal Coat Type B

Case-II B. By Mechanical Means(II) Bitumen (S-65)


a) Labour


Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Front end loader 1 cum bucket capacity

Three wheel 80-100 kN static roller

Mate Mazdoor

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Bitumen (S-65) @ 14.60 kg per 10 sqm

Crushed stone chipping, 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm

Hydraulic broom @ 1250 sqm per hour

Emulsion pressure distributor @1750 sqm per hour

Bitumen emulsion (RS-1) @ 0.275 kg per sqm


Sr.No.

Reference to

MORD Specificati

ons



Mate day 0.85 141.12 119.95Mazdoor (Unskilled) day 15.00 141.12 2,116.80Mazdoor (semi skilled) day 2.00

b) Machineryhour 2.50 0.00hour 10.00 1,292.00 12,920.00hour 2.50 0.00

c) Materialt 3.40 30717 1,04,437.80

cum 30.00 0.00

d) Final rate 1,19,594.55e) 11,959.46Cost of 5000 sqm = a+b+c+d+e 1,31,554.01Rate per sqm = (a+b+c+d+e)/5000 26.31

17 5.12

800&1200

i)

a) Materialt 0.33 5,000.00 1,650.00

cum 0.45 595.00 267.75cum 0.36 691.00 248.76cum 0.36 831.00 299.16cum 0.18 940.00 169.20



(a+b+c) 2,944.80d) 117.79

3,062.59

e) 306.26


18 Dense Graded Bituminous Macadam


Bitumen boiler oil fired 1000 litre capacity fitted with spray set

HMP of 6/10 t capacity

Bitumen (S-65) @ 6.80 kg per 10 sqm

Crushed sand defined or grit as passing 2.36 mm seive and retained on 180 micron sieve applied @ 0.06 cum per 10 sqm

Three wheel 80-100 kN static roller

40 mm aggregate

Overheads & Contractor's profit @10% on (a+b+c+d)

20 mm aggregate10 mm aggregate


Formwork @ 4% on cost of material,labour and machinery (a+b+c)

Cementsand

Providing concrete for Plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203P.C.C M 20Normal Mix(1:2:4)Unit = cum

Sr.No.

Reference to

MORD Specificati

ons



day 0.840 141.12 118.54day 16.000 141.12 2257.92

day 5.000 145.12 725.60

hour 6.000 8580.00 51480.00

hour 6.000 2070.00 12420.00hour 6.000 750.00 4500.00hour 6.000 624.00 3744.00

tonne.km 450*10 2.475 11139.001113.90

hour 6.00x0.65* 1292.00 5038.80

hour 6.00x0.65* 1292.00 5038.80hour 6.00x0.65* 922.00 3595.80

tonne 20.250 30717.00 622019.25

cum 85.950 1210.00 103999.50

cum 80.220 940.00 75406.80cum 114.600 666.00 76323.60

tonne 5.730 5000.00 28650.00

1007571.51

100757.15

1108328.66

* Any one of the alternative may be adopted as per approved design

e) Contractor's profit @ 10 % on (a+b+c+d)

Cost for 195 cum = a+b+c+d+e

For GradingII(19 mm nominal size)

d) (a+b+c)

10 - 5 mm 28 per cent

Weight of bitumen = 20.25 tonnesWeight of aggregate = 450 -20.25 = 429.75 tonnesTaking density of aggregate = 1.5 ton/cum

Volume of aggregate = 286.5 cum

Filler @ 2 per cent of weight of aggregates.

AggregateTotal weight of mix = 450 tonnes

c) Materials

Grading - II19 mm (Nominal Size)25 - 10 mm 30 per cent

Add 10 per cent of cost of carriage to cover cost of loading and unloading

Batch mix HMP @ 75 tonne per hour

Paver finisher hydrostatic with sensor control @ 75 cum per hourGenerator 250 KVAFront end loader 1 cum bucket capacity

Tipper 10 tonne capacity

5 mm and below 40 per cent

smooth wheeled roller 8-10 tonnes for initial break down rolling.

Vibratory roller 8 tonnes for intermediate rolling.Finish rolling with 6-8 tonnes smooth wheeled tandem roller.

Bitumen @ 4.5 per cent of weight of mix

Unit = cumTaking output = 195 cum (450 tonnes)

MateMazdoor working with HMP, mechanical broom, paver, roller,

asphalt cutter and assistance for setting out lines, levels and layout of Skilled mazdoor for checking line & levels

b) Machinery

a) Labour


Sr.No.

Reference to

MORD Specificati

ons



5683.74

say 5684.00

19

day 0.840 141.12 118.54day 16.000 141.12 2257.92

day 5.000 145.12 725.60

hour 6.000 8580.00 51480.00

hour 6.000 2070.00 12420.00

hour 6.000 750.00 4500.00hour 6.000 624.00 3744.00

tonne.km 450 x L 2.475 11137.501113.75

hour 6.00x0.65* 1292.00 5038.80

hour 6.00x0.65* 1292.00 5038.80

hour 6.00x0.65* 922.00 3595.80

tonne 22.500 30717.00 691132.50

cum 85.500 1442.00 123291.00cum 71.250 940.00 66975.00cum 122.550 666.00 81618.30

tonne 5.700 5000.00 28500.00

Grading - II-13 mm (Nominal Size)

13.2 - 10 mm30 per cent 10 - 5 mm 25 per cent 5 mm and below43 per cent Filler @ 2 per cent of weight of aggregates.

ii) AggregateTotal weight of mix = 450 tonnesWeight of bitumen = 22.5 tonnesWeight of aggregate = 450 -22.50 = 427.50 tonnes

Taking density of aggregate = 1.5 ton/cum

Volume of aggregate = 285 cum

Add 10 per cent of cost of carriage to cover cost of loading and unloadingSmooth wheeled roller 8-10 tonnes for initial break down rolling.

Vibratory roller 8 tonnes for intermediate rolling.

Finish rolling with 6-8 tonnes smooth wheeled tandem roller.

c) Materiali) Bitumen@ 5 per cent of weight of mix CRMB 55

b) MachineryBatch mix HMP @ 75 tonne per hour

Paver finisher hydrostatic with sensor control @ 75 cum per hour

Generator 250 KVAFront end loader 1 cum bucket capacity

Tipper 10 tonne capacity

MateMazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter and assistance for setting out lines, levels and layout of construction

Bituminous Concrete


Unit = cum

Skilled mazdoor for checking line & levels

Taking output = 191 cum (450 tonnes)

a) Labour

Rate per cum = (a+b+c+d+e)/195 (For Grading-II)

Sr.No.

Reference to

MORD Specificati

ons



1092687.51109268.75

1201956.261201956.26

6163.88say 6164.00

Rate per cum = (a+b+c+d+e)/195

*Any one of the alternative may be adopted as per approved design(a+b+c)d) Contractor's profit& Overhead charges @ 10 % on (a+b+c)

(a+b+c+d)Cost for 195cum = a+b+c+d+e

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