Post on 05-Nov-2020
HAMPI WORLD HERITAGE AREA
2010
Detailed Project Report
HAMPI WORLD HERITAGE AREA
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)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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
Length of the Road(km)= 3.3 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 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
COST ESTIMATE FOR ROAD CONSTRUCTION
Sl. No Description of Item No
Length (m) Width(m)
Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)
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 3/3km 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.
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 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 1/9km 1x1 1900.00 3.60 0.075 1 cum 513.00 2119.61 1087359.93Interlocking 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 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
COST ESTIMATE FOR ROAD CONSTRUCTION
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
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 grading 2 as per Technical Specification Clause 404.
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
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 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
COST ESTIMATE FOR ROAD CONSTRUCTION
1
2
3
4
Sl. 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 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.
Description of Item NoLength
(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 3/0km 1x1 3000.00 3.27 0.075 1 cum 735.75 2119.61 1559503.06Interlocking 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 to 3/0 1x1 3000.00 3.27 - sq.m 9810.00 745.56 7313943.60
8
Providing and laying reinforced cement
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
9 Provision for inaugural function 5000.0010 Provision for Name boards & Logo Boards 30000.0011 Unforseen item 223432.03
15500000.00
7
Total
6
Length of the Road(km)= 3.1 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 9 101 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
COST ESTIMATE FOR ROAD CONSTRUCTION
3
4
2
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
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 as per Technical Specification Clause 404.
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
7 Provision for inaugural function 5000.008 Provision for Name boards & Logo Boards 31000.009 Unforseen item 290054.85
14700000.00Total
6
Length of the Road(km)= 2.8 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
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 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
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 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
COST ESTIMATE FOR ROAD CONSTRUCTION
Sl. No.
Description of Item No Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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 as per Technical Specification Clause 404.
0/0 to 2/8 km 1x1 2800.00 3.00 0.075 1 cum 630.00 2119.61 1335354.30
Sl. No.
Description of Item No Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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
7 Provision for inaugural function 5000.008 Provision for Name boards & Logo Boards 28000.009 Unforseen item 276889.4
12350000.00Total
6
Length of the Road(km)= 1.5 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 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
1x2 1500 0.2 0.2 1 cum 120.00 60.54 7264.8Construction 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 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
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.
Name of the road : Kamalapura to Kaddirampura
COST ESTIMATE FOR ROAD CONSTRUCTION
5
4
3
2
1
Sl. No
.
Description of Item NoLength
(m)Width
(m)Thinkness
(m)unit Quantity Rate (Rs) Amount(Rs)
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
Providing and laying reinforced cement
concrete in super structure as per
drawings and technical specifications
clauses 800,1205.4 &1205.5
1x2 1500.00 0.20 0.200 1 cum 120.00 4658.50 559020.00
7255280.63
9 Provision for inaugural function 5000.0010 Provision for Name boards & Logo Boards 15000.0011 Unforseen item 224719.37
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
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.
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)
COST ESTIMATE FOR ROAD CONSTRUCTION
2
4
3
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 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.
1/5 to 4/1km 1x1 2600.00 3.00 0.075 1 cum 585.00 2119.61 1239971.85Interlocking Concrete Block PavementProviding and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504
1/5 to 4/1km 1x1 2600.00 3.00 - sq.m 7800.00 745.56 5815368.00
12055566.90
7 Provision for inaugural function 5000.008 Provision for Name boards & Logo Boards 26000.009 Unforseen item 213433.1
12300000.00Total
5
6
Length of the Road(km)= 3.5 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
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 3500 4.6 0.1 1 cum 1610.00 398.91 642245.1
2
Excavation in cutting in soil for drain by
manual means with lead upto 50m
1x2 3500 0.2 0.2 1 cum 280.00 60.54 16951.2Construction 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 3/5km 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
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 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
COST ESTIMATE FOR ROAD CONSTRUCTION
4
3
Sl. No.
Description of Item No Length (m) Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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 3/5km 1x1 3500.00 4.20 0.075 1 cum 1102.50 2119.61 2336870.03Interlocking 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 3/5km 1x1 3500.00 4.20 - sq.m 14700.00 745.56 10959732.00
8
Providing and laying reinforced cement
concrete in super structure as per
drawings and technical specifications
clauses 800,1205.4 &1205.5
1x2 3500.00 0.20 0.200 1 cum 280.00 4658.50 1304380.00
22447372.15
9 Provision for inaugural function 5000.0010 Provision for Name boards & Logo Boards 35000.0011 Unforseen item 212627.85
22700000.00Total
7
Length of the Road(km)= 1.5 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 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 520 4.5 0.1 1 cum 398.91 204.87 81724.6917Excavation in cutting in soil for drain by manual means with lead upto 50m
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
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.
Name of the road : Prakashnagar to Virupaksha temple road
COST ESTIMATE FOR ROAD CONSTRUCTION
0/0 to 1/5km
3
2
1
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 9 100/0 to 1/5km 1x1 1500.00 4.10 0.075 1 cum 461.25 2057.81 949164.86
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 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 0.075 1 cum 461.25 2119.61 977670.11Interlocking 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 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
Length of the Road(km)= 1.48 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 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 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
manual means with lead upto 50m
1x2 1337 0.2 0.2 1 cum 106.96 60.54 6475.36Construction 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
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
COST ESTIMATE FOR ROAD CONSTRUCTION
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)
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.
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
Providing and laying reinforced cement
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
9 Provision for inaugural function 5000.0010 Provision for Name boards & Logo Boards 14800.0011 Unforseen item 225460.57
7250000.00
5
6
Total
0/0 to 1/48km
0/0 to 1/48km
0/0 to 1/48km
7
Length of the Road(km)= 2.3 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 2300 3.9 0.1 1 cum 897.00 398.91 357822.27Excavation in cutting in soil for drain by manual means with lead upto 50m
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
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 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
COST ESTIMATE FOR ROAD CONSTRUCTION
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
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
12443442.419 Provision for inaugural function 5000.00
10 Provision for Name boards & Logo Boards 23000.0011 Unforseen item 228557.59
12700000.00Total
7
Length of the Road(km)= 1.4 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 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.
1x1 181 3.1 0.1 1 cum 56.11 932.09 52299.57Excavation in cutting in soil for drain by manual means with lead upto 50m
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
COST ESTIMATE FOR ROAD CONSTRUCTION
2
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 9 100/0 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
Providing and laying reinforced cement
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
6628428.929 Provision for inaugural function 5000.00
10 Provision for Name boards & Logo Boards 14000.0011 Unforseen item 152571.08
6800000.00
7
Total
Length of the Road(km)= 1.7 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 9 101 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
COST ESTIMATE FOR ROAD CONSTRUCTION
3
2
Sl. No.
Description of Item No Length (m)
Width (m)
Thinkness (m)
unit Quantity Rate (Rs) Amount(Rs)
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 1/7km 1x1 1700 3.50 0.075 1 cum 446.25 2119.61 945875.96
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 1/7km 1x1 1700 3.50 - sq.m 5950.00 745.56 4436082.00
6 Provision for inaugural function 5000.007 Provision for Name boards & Logo Boards 17000.008 Unforseen item 301460.77
9500000.00Total
4
5
Length of the Road(km)= 2.5 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
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Road around Royal Enclosure
3
2
Sl. No.
Description of Item No Length (m)
Width (m) Thinkness (m)
unit Quantity Rate (Rs) Amount(Rs)
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 3/0 km 1x1 2500.00 3.50 0.075 1 cum 656.25 2057.81 1350437.81
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 3/0 km 1x1 2500.00 3.50 0.075 1 cum 656.25 2119.61 1390994.06
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 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
Length of the Road(km)= 4.52 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 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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Hospet to Galemmamagudi
1
3
4
Sl. No
Description of Item No Length (m)
Width (m)
Thinkness (m)
unit Quantity Rate (Rs) Amount(Rs)
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
Description of Item No Length (m)
Width (m)
Thinkness (m)
unit Quantity Rate (Rs) Amount(Rs)
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
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 45200.0012 Unforseen item 664732.59
48800000.00Total
9
Length of the Road(km)= 5.62 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 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
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 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
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 5/62 km 1x2 5620.00 1.25 0.250 1 cum 3512.50 1706.02 5992395.25
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Venkatapura to Bukkasagara
1
3
4
Sl. No.
Description of Item No Length (m)
Width (m)
Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)
6
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 5/62 km 1x1 5620.00 7.50 - 1 cum 42150.00 37.11 1564186.50
7
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 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
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 5/62 km 1x1 5620.00 7.50 0.040 cum 1686.00 6164.00 10392504.00
59787185.59
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 56200.0012 Unforseen item 651614.41
60500000.00Total
Length of the Road(km)= 3.54 Km
Sl. 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 10
1
Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 3540 5 - 1sqm 17700.00 4.76 84252
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 3/54 km 1x1 3540.00 5.00 0.130 1 cum 2301.00 5684.00 13078884.00Providing 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 3/54 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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Kamalapura bund to Galemma gudi
2
3
4
Length of the Road(km)=6.96 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 10Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 6960 5 - 1sqm 34800.00 4.76 165648
2
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 6/96 km 1x1 6960.00 5.00 0.130 1 cum 4524.00 5684.00 25714416.00Providing 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 6/96 km 1x2 6960.00 5.00 - sq.m 69600.00 10.39 723144.00
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 6/96 km 1x1 6960.00 5.00 0.040 cum 1392.00 6164.00 8580288.00
35183496.00
5 Provision for inaugural function 5000.006 Provision for Name boards & Logo Boards 69600.007 Unforseen item 741904
36000000.00
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Kamalapura bund to Venkatapura
Total
3
4
1
Length of the Road(km)= 20.7 Km
Sl. 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 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 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
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 20700.00 3.15 0.30 1 cum 39123.00 139.7 5465483.1
For shoulder 1x2 20700.00 1.00 0.42 1 cum 17388.00 139.7 2429103.6
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
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 20/7 km 1x1 20700.00 7.50 - 1 cum 155250.00 37.11 5761327.50
3
4
5
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Kamalapur - Devlapura
1
6
Sl. No.
Description of Item NoLength
(m)Width (m)
Thinkness (m)
Unit Quantity Rate (Rs) Amount(Rs)
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 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
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 20/7 km 1x1 20700.00 7.50 0.040 cum 6210.00 6164.00 38278440.00
249632245.13
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 207000.0012 Unforseen item 855754.87
250700000.00
7
8
Total
Length of the Road(km)= 4.17 Km
Sl. N 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 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 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
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 4170.00 1.70 0.30 1 cum 4253.40 139.7 594199.98
For shoulder 1x2 4170.00 1.00 0.42 1 cum 3502.80 139.7 489341.16
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
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 4/17 km 1x2 4170.00 0.70 0.250 1 cum 1459.50 1706.02 2489936.19
5
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Kamalapur - Papinayakanhalli
1
4
3
Sl. N Description of Item No Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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 4/17 km 1x1 4170.00 7.50 - 1 cum 31275.00 37.11 1160615.25
7
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 4/17 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
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 4/17 km 1x1 4170.00 7.50 0.040 cum 1251.00 6164.00 7711164.00
40739874.18
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 207000.0012 Unforseen item 848125.82
41800000.00Total
6
Length of the Road(km)=1.54 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
Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
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 1x2 1540.00 3.50 - sq.m 10780.00 10.39 112004.20Providing 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 1/54 km 1x1 1540.00 3.50 0.040 cum 215.60 6164.00 1328958.40
5449397.80
5 Provision for inaugural function 5000.006 Provision for Name boards & Logo Boards 69600.007 Unforseen item 476002.2
6000000.00
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Underground Shive Temple to Kaddirampura road
Total
4
2
Length of the Road(km)= 1.5 Km
Sl. 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 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
COST ESTIMATE FOR ROAD CONSTRUCTION
2
1
3
4
Sl. No.
Description of Item NoLength
(m)Width
(m)Thinkness
(m)unit Quantity Rate (Rs) Amount(Rs)
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
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 3/0 km 1x1 1500.00 3.00 0.075 1 cum 337.50 2119.61 715368.38
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 3/0 km 1x1 1500.00 3.00 - sq.m 4500.00 745.56 3355020.00
7583784.75
8 Provision for inaugural function 5000.009 Provision for Name boards & Logo Boards 30000.00
10 Unforseen item 381215.258000000.00Total
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
Unit Quantity Rate(Rs.)
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.
Rate per cum = a+b+c
Mix in Place Method
Tractor with Rotavator 25 cum per hour
Sr.No.
Reference to MORD
Specifications
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
ii) For Grading II 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 134.00 1,441.90 1,93,214.609.5mm to 2.36 mm below @ 25 per cent cum 96.00 978.5 93,936.00 2.36 mm below @ 40 per cent cum 153.00 394.7 60,389.10Water kl 30.00 55.00 1,650.00
(a+b+c) 4,05,873.88d) Overheads @ 10% on (a+b+c) 40,587.39
(a+b+c+d) 4,46,461.27Rate per cum = (a+b+c+d)/300 1,488.20
ii) For Grading III 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 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
(a+b+c+d) 3,35,363.49Rate per cum = (a+b+c+d)/300 1,117.88
For well graded granular sub-base materials as per Table 400.1
9.5 mm to 4.75 mm @ 35 per cent
Motor Grader 110 HP 50 cu.m per hour
Tractor with Rotavator 25 cum per hour
For well graded granular sub-base materials as per Table 400.1
26.5 mm to 9.5 mm @ 35 per cent
Motor Grader 110 HP 50 cu.m per hour
Water tanker 6 kl capacity
Tractor with Rotavator 25 cum per hourThree wheel 80-100 kN static roller @ 10 cum per hour
Three wheel 80-100 kN static roller @ 10 cum per hour
Water tanker 6 kl capacity
Sr.No.
Reference to MORD
Specifications
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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.
Three wheel 80-100 kN static roller @ 8 cum per hour
Water Bound Macadam Sub-base/Base
Water tanker 6 kl capacity
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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
WBM Grade-II
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 45.00 1,292.00 58,140.00
hour 24.00 75.00 1,800.00c) Material (Refer Tables 400.7, 8, 9 and 10)
Aggregatecum 435.60
1082.94,71,711.24
Stone Screeningcum 96.01 940.00 90,249.40
Binding Materialcum 28.80 231.00 6,652.80
kl 144.00 55.00 7,920.00(a+b+c) 6,73,466.17
d) Overheads &contractors profit @ 10% on (a+b+c) 67,346.62(a+b+c+d) 7,40,812.79
Rate per cum=(a+b+c+d+e)/360 2,057.81
Water tanker 6 kl capacity
Grading 2 - 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Type B 11.2 mm for Grading 1 @ 0.27 cum per 10 sqm
Three wheel 80-100 kN static roller @ 8 cum per hour
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.
Binding Material @ 0.06 cum per 10 sqm for Grading 2 material
Water
Sr.No.
Reference to MORD
Specifications
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
hour 24.00 75.00 1,800.00c) Material (Refer Tables 400.7, 8, 9 and 10)
Aggregatecum 435.60 1,165.00 5,07,474.00
Stone Screeningcum 86.40 940.00 81,216.00
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 2,119.16
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.
Three wheel 80-100 kN static roller @ 8 cum per hour
Water tanker 6 kl capacity
Type B 11.2 mm for Grading 3 @ 0.18 cum per 10 sqm
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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
b) Machineryhour 2.00 75.00 150.00
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
Water tanker 6 kl capacity
Providing and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504
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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
b) LabourMate day 0.08 141.12 11.29Mason (1st class) day 0.12 145.12 17.41Mazdoor(unskilled) day 1.73 141.12 244.14Bhisti day 0.27 141.12 38.10
c) Machineryhour 0.40 40.00 16.00
(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)
Formwork @ 4% on cost of material,labour and
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
Concrete mixer .4/.28 cum capacity
Sr.No.
Reference to MORD
Specifications
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
b) LabourMate day 0.08 141.12 11.29Mason (1st class) day 0.12 145.12 17.41Mazdoor(unskilled) day 1.73 141.12 244.14Bhisti day 0.27 141.12 38.10
(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
Rate per cum=a+b+c+d+e 4,658.50
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
Concrete mixer .4/.28 cum capacity
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
Formwork @ 20% on cost of material,labour and
machinery (a+b)
HAMPI WORLD HERITAGE AREA
2010
RADIAL ROADS
Length of the Road(km)= 4.52 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 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
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 (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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Hospet to Galemmanagudi (RR1 and RR2)
1
4
3
Sl. No
.
Description of Item No Length (m)
Width (m)
Thinkness (m)
Unit Quantity Rate (Rs) Amount(Rs)
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
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
.
Description of Item No Length (m)
Width (m)
Thinkness (m)
Unit Quantity Rate (Rs) Amount(Rs)
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 4/52 km 1x1 4520.00 7.50 - sq.m 33900.00 10.39 352221.00
9
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
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 45200.0012 Unforseen item 664732.59
48800000.00Total
Length of the Road(km)= 4.33 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 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 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
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.
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: P.K.halli to Kannada University (RR3)
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 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
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 4/33 km 1x1 4330.00 7.50 0.040 cum 1299.00 6164.00 8007036.00
41810266.31
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 43300.0012 Unforseen item 441433.69
42300000.00Total
7
6
Length of the Road(km)= 6.23 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 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 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
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 6230 3.15 0.3 1 cum 11774.70 139.7 1644925.59
For shoulder 1x2 6230 1 0.42 1 cum 5233.20 139.7 731078.04
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Nallapura to Sitaram tanda (RR4)
1
2
3
Sl. No. Description of Item No
Length (m) Width (m)
Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)
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 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
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 6/23 km 1x1 6230.00 7.50 0.040 cum 1869.00 6164.00 11520516.00
75130864.11
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 62300.0012 Unforseen item 601835.89
75800000.00
7
9
8
Total
6
Length of the Road(km)= 5.62 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 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 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
874212.075Scarifying Existing Bituminous surface to a depth of150mm by Mechanical Means
1x1 5620 5 - 1sqm 28100.00 4.76 133756Construction 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 5620 2.25 0.3 1 cum 7587.00 139.7 1059903.9
For shoulder 1x2 5620 1 0.42 1 cum 4720.80 139.7 659495.76
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
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 5/62 km 1x2 5620.00 1.25 0.250 1 cum 3512.50 1706.02 5992395.25
5
COST ESTIMATE FOR ROAD CONSTRUCTION
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)
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 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 0.130 1 cum 5479.50 5684.00 31145478.00Providing 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 5/62 km 1x1 5620.00 7.50 - sq.m 42150.00 10.39 437938.50Providing 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 5/62 km 1x1 5620.00 7.50 0.040 cum 1686.00 6164.00 10392504.00
59787185.59
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 56200.0012 Unforseen item 651614.41
60500000.00
6
7
8
9
Total
Length of the Road(km)= 3.26
Sl. 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 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 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
507105.225Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 3260 5 - 1sqm 16300.00 4.76 77588Construction 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 3260 2.25 0.3 1 cum 4401.00 139.7 614819.7
For shoulder 1x2 3260 1 0.42 1 cum 2738.40 139.7 382554.48
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 2.25 0.200 1 cum 2934.00 1488.20 4366378.80Providing, 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 3/26 km 1x2 3260.00 1.25 0.250 1 cum 2037.50 1706.02 3476015.75
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Sanapura to Koramma camp (RR6)
1
2
3
5
Sl. No.
Description of Item NoLength
(m)Width (m)
Thinkness (m)
Unit Quantity Rate (Rs) Amount(Rs)
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 3/26 km 1x1 3260.00 7.50 - 1 cum 24450.00 37.11 907339.50Providing 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 3/26 km 1x1 3260.00 7.50 0.130 1 cum 3178.50 5684.00 18066594.00
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 3/26 km 1x1 3260.00 7.50 - sq.m 24450.00 10.39 254035.50Providing 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 3/26 km 1x1 3260.00 7.50 0.040 cum 978.00 6164.00 6028392.00
34680822.96
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 32600.0012 Unforseen item 331577.04
35050000.00
9
Total
6
7
Length of the Road(km)= 6.23Km
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 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
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 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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Dasanahalli to Mallapura(RR 7)
1
2
3
4
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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
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 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
5
7
8
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
9
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 6/23 km 1x1 6230.00 7.50 0.040 cum 1869.00 6164.00 11520516.00
94425574.14
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 62300.0012 Unforseen item 607125.86
95100000.00Total
Length of the Road(km)= 3.894Km
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 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 3894 12.58 - 1 Sq.m 48986.52 3.31 162145.3812 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 3894 0.75 0.5 1 cum 2920.50 37.71 110132.055
110132.055Construction 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 1x1 3894 12.58 0.3 1 cum 14695.96 139.7 2053025.053
For shoulder 1x2 3894 1.42 0.42 1 cum 4644.76 139.7 648873.419
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Mallapura to Rampura (RR8)
1
2
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)
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 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
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 3/894km 1x1 3894.00 7.50 0.130 1 cum 3796.65 5684.00 21580158.60Providing 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 3/894km 1x1 3894.00 7.50 - sq.m 29205.00 10.39 303439.95
6
5
8
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) Unit Quantity Rate (Rs) Amount(Rs)
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 3/894km 1x1 3894.00 7.50 0.040 cum 1168.20 6164.00 7200784.80
59019772.99
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 38940.0012 Unforseen item 326287.01
59390000.00Total
9
Length of the Road(km)= 3.29+0.64 Km
Sl. 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 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
669446.775Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 3290 3.5 - 1sqm 11515.00 4.76 54811.4Construction 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(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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road :Rangapura to Chikkarampura (RR9)
1
2
3
4
Sl. No.
Description of Item NoLength
(m)Width
(m)Thinkness
(m) Unit Quantity Rate (Rs) Amount(Rs)
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 - 1 cum 29475.00 37.11 1093817.25Providing 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.
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.
Description of Item NoLength
(m)Width
(m)Thinkness
(m) Unit Quantity Rate (Rs) Amount(Rs)
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 3/93 km 1x1 3930.00 7.50 0.040 cum 1179.00 6164.00 7267356.00
48758907.56
11 Provision for inaugural function 5000.0012 Provision for Name boards & Logo Boards 39300.0013 Unforseen item 396792.44
49200000.00Total
10
Length of the Road(km)= 15.02 Km
Sl. 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 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 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
1x1 15020 3.8 - 1sqm 57076.00 4.76 271681.76Construction 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 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
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 15/02 km 1x2 15020.00 1.85 0.250 1 cum 13893.50 1706.02 23702588.87
3
4
5
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Sanapura to NH 13 (RR10)
1
2
Sl. No.
Description of Item NoLength (m) Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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 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
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 15/02 km 1x1 15020.00 7.50 - sq.m 112650.00 10.39 1170433.50Providing 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 15/02 km 1x1 15020.00 7.50 0.040 cum 4506.00 6164.00 27774984.00
174018449.40
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 150200.0012 Unforseen item 1126350.6
175300000.00Total
6
7
9
Length of the Road(km)= 4.76 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 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 4760 12.58 - 1 Sq.m 59880.80 3.31 198205.448 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 4760 0.75 0.5 1 cum 3570.00 37.71 134624.7
134624.7Construction 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 1x1 4760 12.58 0.3 1 cum 17964.24 139.7 2509604.328
For shoulder 1x2 4760 1.42 0.42 1 cum 5677.73 139.7 793178.6016
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Tungabhadra river to Kalagatta(RR 11)
1
2
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 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 4/76km 1x1 4760.00 7.50 0.250 1 cum 8925.00 1706.02 15226228.50
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 4/76km 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.
0/0 to 4/76km 1x1 4760.00 7.50 0.130 1 cum 4641.00 5684.00 26379444.00Providing 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 4/76km 1x1 4760.00 7.50 - sq.m 35700.00 10.39 370923.00
5
6
7
8
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 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
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 47600.0012 Unforseen item 422017.51
72620000.00Total
9
Length of the Road(km)= 0.59+1.09 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 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 1680 12.58 - 1 Sq.m 21134.40 3.31 69954.864 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 1690 0.75 0.5 1 cum 1267.50 37.71 47797.425
47797.425Construction 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 1x1 1680 12.58 0.3 1 cum 6340.32 139.7 885742.704
For shoulder 1x2 1680 1.42 0.42 1 cum 2003.90 139.7 279945.3888
1165688.093Construction 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 1/68km 1x1 1680.00 11.58 0.200 1 cum 3890.88 1488.20 5790407.62
4
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Kalagatta to Dhanapura (RR12)
1
2
3
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 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
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 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.
0/0 to 1/68km 1x1 1680.00 7.50 0.130 1 cum 1638.00 5684.00 9310392.00Providing 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 1/68km 1x1 1680.00 7.50 - sq.m 12600.00 10.39 130914.00
5
7
8
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 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 1/68km 1x1 1680.00 7.50 0.040 cum 504.00 6164.00 3106656.00
25463359.00
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 16800.0012 Unforseen item 164841
25650000.00Total
9
Length of the Road(km)= 2.99 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 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 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
659604.465Scarifying Existing Bituminous surface to a depthof 150mm by Mechanical Means
1x1 2990 2.7 - 1sqm 8073.00 4.76 38427.48Construction of Subgrade and Earthen shoulders
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
For Shoulder 1x2 2990 1 0.42 1 cum 2511.60 139.7 350870.52
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
maintenance of diversion,etc as per tables400.11
&400.12 and Technical specification clause 406.0/0 to 2/99 km 1x2 2990.00 2.40 0.250 1 cum 3588.00 1706.02 6121199.76
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Dhanapura to Malapanagudithanda (RR13)
1
2
3
4
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 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
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 2/99 km 1x1 2990.00 7.50 - sq.m 22425.00 10.39 232995.75
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 2/99 km 1x1 2990.00 7.50 0.040 cum 897.00 6164.00 5529108.00
37238409.33
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 29900.0012 Unforseen item 296690.67
37570000.00Total
6
7
9
Length of the Road(km)= 1.69 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 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 1690 12.58 - 1 Sq.m 21260.20 3.31 70371.262 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 1690 0.75 0.5 1 cum 1267.50 37.71 47797.425
47797.425Construction 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 1x1 1690 12.58 0.3 1 cum 6378.06 139.7 891014.982
For shoulder 1x2 1690 1.42 0.42 1 cum 2015.83 139.7 281611.7304
1172626.712Construction 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 1/69km 1x1 1690.00 11.58 0.200 1 cum 3914.04 1488.20 5824874.33
3
4
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road:Malapanagudithanda to Nagenahalli Bridge( RR 14)
1
2
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 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 1/69km 1x1 1690.00 7.50 0.250 1 cum 3168.75 1706.02 5405950.88
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 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.
0/0 to 1/69km 1x1 1690.00 7.50 0.130 1 cum 1647.75 5684.00 9365811.00Providing 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 1/69km 1x1 1690.00 7.50 - sq.m 12675.00 10.39 131693.25
5
6
7
8
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 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 1/69km 1x1 1690.00 7.50 0.040 cum 507.00 6164.00 3125148.00
25614642.10
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 16900.0012 Unforseen item 163457.9
25800000.00Total
9
Length of the Road(km)= 4.12 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 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
524357.55Construction 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 4120 1.75 0.3 1 cum 4326.00 139.7 604342.2
For shoulder 1x2 4120 1 0.42 1 cum 3460.80 139.7 483473.76
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Kannada University to Kamalapura (RR15)
1
2
4
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 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 4/12 km 1x2 4120.00 2.40 0.250 1 cum 4944.00 1706.02 8434562.88
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 4/12 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 0.130 1 cum 4017.00 5684.00 22832628.00Providing 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 4/12 km 1x1 4120.00 7.50 - sq.m 30900.00 10.39 321051.00
6
8
7
5
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 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
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 41200.0012 Unforseen item 428345.61
46850000.00
9
Total
Length of the Road(km)= 3.32 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 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 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
619726.14Scarifying Existing Bituminous surface to a depth of150mm by Mechanical Means
1x1 3320 3.9 - 1sqm 12948.00 4.76 61632.48Construction of Subgrade and Earthen shoulders
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
For Shoulder 1x2 3320 1 0.42 1 cum 2788.80 139.7 389595.36
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
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 3/32 km 1x2 3320.00 1.80 0.250 1 cum 2988.00 1706.02 5097587.76
3
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Sitaramatanda to Kamalapura (RR 16)
1
2
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
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 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 0.130 1 cum 3237.00 5684.00 18399108.00Providing 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 3/32 km 1x1 3320.00 7.50 - sq.m 24900.00 10.39 258711.00Providing 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 3/32 km 1x1 3320.00 7.50 0.040 cum 996.00 6164.00 6139344.00
38202657.34
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 33200.0012 Unforseen item 309142.66
38550000.00Total
9
6
8
Length of the Road(km)= 4.18+.271Km
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 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 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
881197.8525Scarifying Existing Bituminous surface to a depth of150mm by Mechanical Means
1x1 4451 3.5 - 1sqm 15578.50 4.76 74153.66Construction 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 4451 3 0.3 1 cum 8011.80 139.7 1119248.46
For shoulder 1x2 4451 1 0.42 1 cum 3738.84 139.7 522315.948
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 3.00 0.200 1 cum 5341.20 1488.20 7948773.84Providing, 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 4/451 km 1x2 4451.00 2.00 0.250 1 cum 4451.00 1706.02 7593495.02
3
4
5
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Venkatapura to Anegundi (RR 17)
1
2
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 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 4/451 km 1x1 4451.00 7.50 - 1 cum 33382.50 37.11 1238824.58Providing 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 4/451 km 1x1 4451.00 7.50 0.130 1 cum 4339.73 5684.00 24666996.90Providing 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 4/451 km 1x1 4451.00 7.50 - sq.m 33382.50 10.39 346844.18Providing 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 4/451 km 1x1 4451.00 7.50 0.040 cum 1335.30 6164.00 8230789.20
52622639.63
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 44510.0012 Unforseen item 427850.37
53100000.00
6
7
Total
8
9
Length of the Road(km)= 2.22 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 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 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
445788.765Scarifying Existing Bituminous surface to a depth of150mm by Mechanical Means
1x1 2220 3.4 - 1sqm 7548.00 4.76 35928.48Construction 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 2220 3.05 0.3 1 cum 4062.60 139.7 567545.22
For shoulder 1x2 2220 1 0.42 1 cum 1864.80 139.7 260512.56
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
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 2/22km 1x2 2220.00 2.05 0.250 1 cum 2275.50 1706.02 3882048.51
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Rampura to Kadebhagilu (RR 18)
1
2
3
4
5
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
6
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 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
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 22200.0012 Unforseen item 251218.58
26700000.00
8
9
Total
7
HAMPI WORLD HERITAGE AREA
2010
CIRCULAR ROADS
Length of the Road(km)= 4.0+1.925 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 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 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
467014.7813Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 1925 4 - 1sqm 7700.00 4.76 36652Construction 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(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
For Shoulder 1x2 5925 1.42 0.42 1 cum 7067.34 139.7 987307.398
3539940.723
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Kondanayakanahalli to P.K.halli (CR1)
1
2
3
4
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 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
16937948.3Providing, 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 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
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 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.
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 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 5/925 km 1x1 5925.00 7.50 0.040 cum 1777.50 6164.00 10956510.00
82719891.19
11 Provision for inaugural function 5000.0012 Provision for Name boards & Logo Boards 59250.0013 Unforseen item 5455858.81
88240000.00Total
10
Length of the Road(km)= 5.7+3.32 Km
Sl. 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 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 5700 12.58 - 1 Sq.m 71706.00 3.31 237346.86Excavation 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 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
912393.45Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 3320 2.5 - 1sqm 8300.00 4.76 39508Construction 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(BT) 1x2 3320 3.5 0.3 1 cum 6972.00 139.7 973988.4For Road 1x1 5700 12.58 0.3 1 cum 21511.80 139.7 3005198.46
For Shoulder 1x2 5925 1.42 0.42 1 cum 7067.34 139.7 987307.398
4966494.258
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road :P.K.halli to Nallapura (CR 2)
1
2
3
4
Sl. No.
Description of Item NoLength
(m) Width(m)Thinkness
(m) unit Quantity Rate (Rs) Amount(Rs)
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 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
26563179.44Providing, 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 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 - 1 cum 67650.00 37.11 2510491.50Providing 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 9/02 km 1x1 9020.00 7.50 0.130 1 cum 8794.50 5684.00 49987938.00
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.
5
7
6
8
0/0 to 9/02 km
0/0 to 9/02 km
Sl. No.
Description of Item NoLength
(m) Width(m)Thinkness
(m) unit Quantity Rate (Rs) Amount(Rs)
0/0 to 9/02 km 1x1 9020.00 7.50 - sq.m 67650.00 10.39 702883.50Providing 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 9/02 km 1x1 9020.00 7.50 0.040 cum 2706.00 6164.00 16679784.00
127913090.76
11 Provision for inaugural function 5000.0012 Provision for Name boards & Logo Boards 90200.0013 Unforseen item 841709.24
128850000.00Total
10
Length of the Road(km)= 15 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 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 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
2333306.25Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
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
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 15/0 km 1x2 15000.00 1.250 0.250 1 cum 9375.00 1706.02 15993937.50
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Devalapura to Kampli CR3(Part 1)
1
2
3
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
6
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 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 0.130 1 cum 14625.00 5684.00 83128500.00Providing 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 15/0 km 1x1 15000.00 7.50 - sq.m 112500.00 10.39 1168875.00
9
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 15/0 km 1x1 15000.00 7.50 0.040 cum 4500.00 6164.00 27738000.00
159574338.75
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 150000.0012 Unforseen item 770661.25
160500000.00Total
8
Length of the Road(km)= 5.15+3.62 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 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 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
1364206.388Scarifying Existing Bituminous surface to a depthof 150mm by Mechanical Means
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
For Shoulder 1x2 8770 1 0.42 1 cum 7366.80 139.7 1029141.96
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Kampli to Morarjidesai School (CR3 part-2)
1
2
3
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 9 100/0 to 8/77 km 1x2 8770.00 1.250 0.250 1 cum 5481.25 1706.02 9351122.13
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 8/77 km 1x1 8770.00 7.50 - 1 cum 65775.00 37.11 2440910.25
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 8/77 km 1x1 8770.00 7.50 0.130 1 cum 8550.75 5684.00 48602463.00Providing 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 8/77 km 1x1 8770.00 7.50 - sq.m 65775.00 10.39 683402.25Providing 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 8/77 km 1x1 8770.00 7.50 0.040 cum 2631.00 6164.00 16217484.00
93211640.72
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 87700.0012 Unforseen item 1045659.28
94350000.00Total
6
8
9
Length of the Road(km)= 10 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 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 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
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 10/0 km 1x2 10000.00 2.100 0.250 1 cum 10500.00 1706.02 17913210.00
3
4
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Nallapura to Devalapura (CR 3 part-3)
1
2
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 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 10/0 km 1x1 10000.00 7.50 - 1 cum 75000.00 37.11 2783250.00Providing 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 10/0 km 1x1 10000.00 7.50 0.130 1 cum 9750.00 5684.00 55419000.00Providing 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 10/0 km 1x1 10000.00 7.50 - sq.m 75000.00 10.39 779250.00Providing 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 10/0 km 1x1 10000.00 7.50 0.040 cum 3000.00 6164.00 18492000.00
119700780.56
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 100000.0012 Unforseen item 994219.44
120800000.00Total
6
7
8
9
Length of the Road(km)= 1.0 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 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 1000 12.58 - 1 Sq.m 12580.00 3.31 41639.8 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 1000 0.75 0.5 1 cum 750.00 37.71 28282.5
28282.5Construction 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 1x1 1000 12.58 0.3 1 cum 3774.00 139.7 527227.8
For shoulder 1x2 1000 1.42 0.42 1 cum 1192.80 139.7 166634.16
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Morarjidesai school to Tungabhadra River (CR4)
1
2
3
4
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 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 1/0 km 1x1 1000.00 7.50 0.250 1 cum 1875.00 1706.02 3198787.50
6
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 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.
0/0 to 1/0 km 1x1 1000.00 7.50 0.130 1 cum 975.00 5684.00 5541900.00Providing 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 1/0 km 1x1 1000.00 7.50 - sq.m 7500.00 10.39 77925.00
7
5
8
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 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 1/0 km 1x1 1000.00 7.50 0.040 cum 300.00 6164.00 1849200.00
15156592.96
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 10000.0012 Unforseen item 128407.04
15300000.00
9
Total
Length of the Road(km)= 4.66 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 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 4660 12.58 - 1 Sq.m 58622.80 3.31 194041.468 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 4600 0.75 0.5 1 cum 3450.00 37.71 130099.5
130099.5Construction 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 1x1 4660 12.58 0.3 1 cum 17586.84 139.7 2456881.548
For shoulder 1x2 4660 1.42 0.42 1 cum 5558.45 139.7 776515.1856
3233396.7344 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 4/66 km 1x1 4660.00 11.58 0.200 1 cum 10792.56 1488.20 16061487.79
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Rampura to Rangapura (CR 7)
1
2
3
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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
maintenance of diversion,etc as per
tables400.11 &400.12 and Technical
specification clause 406.0/0 to 4/66 km 1x1 4660.00 7.50 0.250 1 cum 8737.50 1706.02 14906349.75
6
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 4/66 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
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 4/66 km 1x1 4660.00 7.50 - sq.m 34950.00 10.39 363130.50
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
9
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 4/66 km 1x1 4660.00 7.50 0.040 cum 1398.00 6164.00 8617272.00
70628026.24
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 46600.0012 Unforseen item 420373.76
71100000.00Total
Length of the Road(km)= 3.38 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 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 3380 12.58 - 1 Sq.m 42520.40 3.31 140742.524 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 3380 0.75 0.5 1 cum 2535.00 37.71 95594.85
95594.85Construction 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 1x1 3380 12.58 0.3 1 cum 12756.12 139.7 1782029.964
For shoulder 1x2 3380 1.42 0.42 1 cum 4031.66 139.7 563223.4608
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Rangapura to Sanapura (CR 8)
1
2
3
4
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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 3/38 km 1x1 3380.00 7.50 0.250 1 cum 6337.50 1706.02 10811901.75
6
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 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
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 3/38 km 1x1 3380.00 7.50 - sq.m 25350.00 10.39 263386.50
5
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
9
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 3/38 km 1x1 3380.00 7.50 0.040 cum 1014.00 6164.00 6250296.00
51229284.20
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 33800.0012 Unforseen item 331915.8
51600000.00Total
Length of the Road(km)= 0.5
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 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 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
91918.125Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 500 4 - 1sqm 2000.00 4.76 9520Construction 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 500 2.75 0.3 1 cum 825.00 37.71 31110.75
For shoulder 1x2 500 1 0.42 1 cum 420.00 37.71 15838.2
46948.954 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 0/5 km 1x2 500.00 2.75 0.200 1 cum 550.00 1488.20 818510.00
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 maintenance of diversion,etc as per tables400.11 &400.12 and Technical specification clause 406.
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Sanapura toTungabadra River (CR 9)
1
2
3
Sl. No. Description of Item No
Length (m) Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
0/0 to 0/5 km 1x2 500.00 1.75 0.250 1 cum 437.50 1706.02 746383.75
6
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 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
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 0/5 km 1x1 500.00 7.50 - sq.m 3750.00 10.39 38962.50
9
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 0/5 km 1x1 500.00 7.50 0.040 cum 150.00 6164.00 924600.00
5586955.83
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 5000.0012 Unforseen item 53044.17
5650000.00Total
Length of the Road(km)= 5.64 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 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 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
877323.15Scarifying Existing Bituminous surface to a depthof 150mm by Mechanical Means
1x1 5640 5 - 1sqm 28200.00 4.76 134232Construction 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 5640 2.25 0.3 1 cum 7614.00 139.7 1063675.8
For shoulder 1x2 5640 1 0.42 1 cum 4737.60 139.7 661842.72
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
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 5/64km 1x2 5640.00 1.25 0.250 1 cum 3525.00 1706.02 6013720.50
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Sanapura to Chikkarampura (CR 10)
1
2
3
Sl. No.
Description of Item No Length (m)
Width (m)
Thinkness (m)
unit Quantity Rate (Rs) Amount(Rs)
6
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 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
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 5/64km 1x1 5640.00 7.50 - sq.m 42300.00 10.39 439497.00
9
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 5/64km 1x1 5640.00 7.50 0.040 cum 1692.00 6164.00 10429488.00
59999951.37
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 56400.0012 Unforseen item 588648.63
60650000.00Total
Length of the Road(km)= 1.55+2.617
Sl. 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 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 2617 12.58 - 1 Sq.m 32921.86 3.31 108971.3566Excavation 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 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
315123.615Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 1550 5 - 1sqm 7750.00 4.76 36890Construction 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(BT) 1x2 1550 2.25 0.3 1 cum 2092.50 139.7 292322.25For Road 1x1 2617 12.58 0.3 1 cum 9876.56 139.7 1379755.153
For Shoulder 1x2 4167 1.42 0.42 1 cum 4970.40 139.7 694364.5447
2366441.947
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road :Chikkarampura to Near Kadebhagala (CR11)
1
2
3
4
Sl. No.
Description of Item NoLength
(m)Width
(m)Thinkness
(m) unit Quantity Rate (Rs) Amount(Rs)
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
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 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
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 4/167 km 1x1 4167.00 7.50 - 1 cum 31252.50 37.11 1159780.28
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 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.
Description of Item NoLength
(m)Width
(m)Thinkness
(m) unit Quantity Rate (Rs) Amount(Rs)
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
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 4/167 km 1x1 4167.00 7.50 0.040 cum 1250.10 6164.00 7705616.40
56230545.66
11 Provision for inaugural function 5000.0012 Provision for Name boards & Logo Boards 41670.0013 Unforseen item 422784.34
56700000.00Total
Length of the Road(km)= 1.68+0.87 Km
Sl. 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 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 870 12.58 - 1 Sq.m 10944.60 3.31 36226.626Excavation 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 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
357207.975Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 1680 3.5 - 1sqm 5880.00 4.76 27988.8Construction 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(BT) 1x2 1680 3 0.3 1 cum 3024.00 139.7 422452.8For Road 1x1 870 12.58 0.3 1 cum 3283.38 139.7 458688.186
For Shoulder 1x2 2550 1.42 0.42 1 cum 3041.64 139.7 424917.108
1306058.094
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road :Kadebhagala to Koramma camp (CR12)
1
2
3
4
Sl. No.
Description of Item NoLength
(m)Width
(m)Thinkness
(m) unit Quantity Rate (Rs) Amount(Rs)
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 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
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 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
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 2/55 km 1x1 2550.00 7.50 - 1 cum 19125.00 37.11 709728.75
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 2/55 km 1x1 2550.00 7.50 0.130 1 cum 2486.25 5684.00 14131845.00
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 2/55 km 1x1 2550.00 7.50 - sq.m 19125.00 10.39 198708.75
0/0 to 2/55 km
0/0 to 2/55 km
5
Sl. No.
Description of Item NoLength
(m)Width
(m)Thinkness
(m) unit Quantity Rate (Rs) Amount(Rs)
10
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 2/55 km 1x1 2550.00 7.50 0.040 cum 765.00 6164.00 4715460.00
33131097.86
11 Provision for inaugural function 5000.0012 Provision for Name boards & Logo Boards 25500.0013 Unforseen item 338402.14
33500000.00Total
Length of the Road(km)= 1.28 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 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 1280 12.58 - 1 Sq.m 16102.40 3.31 53298.944 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 1280 0.75 0.5 1 cum 960.00 37.71 36201.6
36201.6Construction 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 1x1 1280 12.58 0.3 1 cum 4830.72 139.7 674851.584
For shoulder 1x2 1280 1.42 0.42 1 cum 1526.78 139.7 213291.7248
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Karamma camp to Tungabadra River (CR13)
1
2
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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
maintenance of diversion,etc as per
tables400.11 &400.12 and Technical
specification clause 406.0/0 to 1/28 km 1x1 1280.00 7.50 0.250 1 cum 2400.00 1706.02 4094448.00
6
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 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
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 1/28 km 1x1 1280.00 7.50 - sq.m 9600.00 10.39 99744.00
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
9
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 1/28 km 1x1 1280.00 7.50 0.040 cum 384.00 6164.00 2366976.00
19400438.99
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 12800.0012 Unforseen item 181761.01
19600000.00Total
Length of the Road(km)= 7.2 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 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 7200 12.58 - 1 Sq.m 90576.00 3.31 299806.56 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 7200 0.75 0.5 1 cum 5400.00 37.71 203634
203634Construction 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 1x1 7200 12.58 0.3 1 cum 27172.80 139.7 3796040.16
For shoulder 1x2 7200 1.42 0.42 1 cum 8588.16 139.7 1199765.952
4995806.1124 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 7/2 km 1x1 7200.00 11.58 0.200 1 cum 16675.20 1488.20 24816032.64
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Tungabadra river to Venkatapura(CR 14)
1
2
3
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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
maintenance of diversion,etc as per
tables400.11 &400.12 and Technical
specification clause 406.0/0 to 7/2 km 1x1 7200.00 7.50 0.250 1 cum 13500.00 1706.02 23031270.00
6
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 7/2 km 1x1 7200.00 7.50 - 1 cum 54000.00 37.11 2003940.00
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 7/2 km 1x1 7200.00 7.50 0.130 1 cum 7020.00 5684.00 39901680.00
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 7/2 km 1x1 7200.00 7.50 - sq.m 54000.00 10.39 561060.00
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
9
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 7/2 km 1x1 7200.00 7.50 0.040 cum 2160.00 6164.00 13314240.00
109127469.31
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 72000.0012 Unforseen item 695530.69
109900000.00Total
Length of the Road(km)= 3.69+.316 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 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 3690 12.58 -1 Sq.m 46420.20 3.31 153650.862
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 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
166029.588Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 316 3.6 - 1sqm 1137.60 4.76 5414.976Construction 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(BT) 1x2 316 2.95 0.3 1 cum 559.32 139.7 78137.004For Road 1x1 3690 12.58 0.3 1 cum 13926.06 139.7 1945470.582
For Shoulder 1x2 4006 1.42 0.42 1 cum 4778.36 139.7 667536.445
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road : Venkatapura to Sitaramtanda (CR 15)
1
2
3
4
Sl. No.
Description of Item No Length (m)
Width(m) Thinkness (m)
unit Quantity Rate (Rs) Amount(Rs)
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 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
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 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.
Description of Item No Length (m)
Width(m) Thinkness (m)
unit Quantity Rate (Rs) Amount(Rs)
10
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 5/67 km 1x1 4006.00 7.50 0.040 cum 1201.80 6164.00 7407895.20
59654410.94
11 Provision for inaugural function 5000.0012 Provision for Name boards & Logo Boards 56700.0013 Unforseen item 583889.06
60300000.00Total
Length of the Road(km)= 5.74 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 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 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
162341.55Construction 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 1x1 5740 12.58 0.3 1 cum 21662.76 139.7 3026287.572
For shoulder 1x2 5740 1.42 0.42 1 cum 6846.67 139.7 956480.0784
3982767.654 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 5/74 km 1x1 5740.00 11.58 0.200 1 cum 13293.84 1488.20 19783892.69
COST ESTIMATE FOR ROAD CONSTRUCTION
Road Name:Sitaramtanda to Kannad University (CR 16)
1
2
3
Sl. No. Description of Item No
Length (m) Width(m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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 maintenance of diversion,etc as per tables400.11 &400.12 and Technical specification clause 406.
0/0 to 5/74 km 1x1 5740.00 7.50 0.250 1 cum 10762.50 1706.02 18361040.25
6
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 5/74 km 1x1 5740.00 7.50 - 1 cum 43050.00 37.11 1597585.50
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 5/74 km 1x1 5740.00 7.50 0.130 1 cum 5596.50 5684.00 31810506.00
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 5/74 km 1x1 5740.00 7.50 - sq.m 43050.00 10.39 447289.50
Sl. No. Description of Item No
Length (m) Width(m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
9
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 5/74 km 1x1 5740.00 7.50 0.040 cum 1722.00 6164.00 10614408.00
86998843.59
9 Provision for inaugural function 5000.009 Provision for Name boards & Logo Boards 57400.00
11 Unforseen item 558756.4187620000.00Total
Length of the Road(km)= 4.47+1.33 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 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 5800 12.58 - 1 Sq.m 72964.00 3.31 241510.84 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 5800 0.75 0.5 1 cum 4350.00 37.71 164038.5
164038.5Construction 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 1x1 5800 12.58 0.3 1 cum 21889.20 139.7 3057921.24
For shoulder 1x2 5800 1.42 0.42 1 cum 6918.24 139.7 966478.128
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Kannad University to Gallimmagudi(CR17)
1
2
3
4
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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 5/8km 1x1 5800.00 7.50 0.250 1 cum 10875.00 1706.02 18552967.50
6
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 5/8km 1x1 5800.00 7.50 - 1 cum 43500.00 37.11 1614285.00
7
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 5/8km 1x1 5800.00 7.50 0.130 1 cum 5655.00 5684.00 32143020.00
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 5/8km 1x1 5800.00 7.50 - sq.m 43500.00 10.39 451965.00
5
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
9
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 5/8km 1x1 5800.00 7.50 0.040 cum 1740.00 6164.00 10725360.00
87908239.17
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 58000.0012 Unforseen item 508760.83
88480000.00Total
Length of the Road(km)= 3.331+1.826
Sl. 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 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 3331 12.58 - 1 Sq.m 41903.98 3.31 138702.1738Excavation 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 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
442672.0335Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
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
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(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
For Shoulder 1x2 5157 1.42 0.42 1 cum 6151.27 139.7 859332.3631
3055365.233
4
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road :Gallimma Temple to Dhanapura (CR 18)
1
2
3
Sl. No.
Description of Item NoLength
(m)Width
(m)Thinkness
(m) unit Quantity Rate (Rs) Amount(Rs)
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 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
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 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
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 5/157 km 1x1 5157.00 7.50 - 1 cum 38677.50 37.11 1435322.03
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 5/157 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.
Description of Item NoLength
(m)Width
(m)Thinkness
(m) unit Quantity Rate (Rs) Amount(Rs)
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 5/157 km 1x1 5157.00 7.50 - sq.m 38677.50 10.39 401859.23
9
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 5/157 km 1x1 5157.00 7.50 0.040 cum 1547.10 6164.00 9536324.40
71777232.84
8 Provision for inaugural function 5000.009 Provision for Name boards & Logo Boards 51570.00
11 Unforseen item 516198.0672350000.90Total
Length of the Road(km)= 1.73 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 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 1730 12.58 - 1 Sq.m 21763.40 3.31 72036.854 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 1730 0.75 0.5 1 cum 1297.50 37.71 48928.725
48928.725Construction 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 1x1 1730 12.58 0.3 1 cum 6529.02 139.7 912104.094
For shoulder 1x2 1730 1.42 0.42 1 cum 2063.54 139.7 288277.0968
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
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Dhanapur to Tungabadra River (CR19)
1
2
3
4
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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 1/73 km 1x1 1730.00 7.50 0.250 1 cum 3243.75 1706.02 5533902.38
6
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 1/73 km 1x1 1730.00 7.50 - 1 cum 12975.00 37.11 481502.25
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 1/73 km 1x1 1730.00 7.50 0.130 1 cum 1686.75 5684.00 9587487.00
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 1/73 km 1x1 1730.00 7.50 - sq.m 12975.00 10.39 134810.25
5
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
9
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 1/73 km 1x1 1730.00 7.50 0.040 cum 519.00 6164.00 3199116.00
26220905.82
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 17300.0012 Unforseen item 346794.18
26590000.00Total
Length of the Road(km)= 1.3 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 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 1300 12.58 - 1 Sq.m 16354.00 3.31 54131.74 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 1300 0.75 0.5 1 cum 975.00 37.71 36767.25
36767.25Construction 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 1x1 1300 12.58 0.3 1 cum 4906.20 139.7 685396.14
For shoulder 1x2 1300 1.42 0.42 1 cum 1550.64 139.7 216624.408
902020.5484 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 1/3 km 1x1 1300.00 11.58 0.200 1 cum 3010.80 1488.20 4480672.56
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the Road: Tungabadra river to near Dhanpura (CR 20)
1
2
3
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
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
maintenance of diversion,etc as per
tables400.11 &400.12 and Technical
specification clause 406.0/0 to 1/3 km 1x1 1300.00 7.50 0.250 1 cum 2437.50 1706.02 4158423.75
6
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 1/3 km 1x1 1300.00 7.50 - 1 cum 9750.00 37.11 361822.50
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 1/3 km 1x1 1300.00 7.50 0.130 1 cum 1267.50 5684.00 7204470.00
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 1/3 km 1x1 1300.00 7.50 - sq.m 9750.00 10.39 101302.50
Sl. No. Description of Item No
Length (m)
Width (m)
Thinkness (m) unit Quantity Rate (Rs) Amount(Rs)
9
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 1/3 km 1x1 1300.00 7.50 0.040 cum 390.00 6164.00 2403960.00
19703570.85
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 13000.0012 Unforseen item 128429.15
19850000.00Total
Length of the Road(km)= 3.55+2.12 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 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 3550 12.58 -1 Sq.m 44659.00 3.31 147821.29
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 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
Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 2120 3.5 - 1sqm 7420.00 4.76 35319.2Construction 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(BT) 1x2 2120 3 0.3 1 cum 3816.00 139.7 533095.2For Road 1x1 3550 12.58 0.3 1 cum 13397.70 139.7 1871658.69
For Shoulder 1x2 5670 1.42 0.42 1 cum 6763.18 139.7 944815.6872
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
COST ESTIMATE FOR ROAD CONSTRUCTION
2
1
3
0/0 to 5/67 km
Sl. No. Description of Item No Length
(m)Width
(m)Thinkness
(m) Unit Quantity Rate (Rs) Amount(Rs)
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
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 5/67 km 1x1 5670.00 7.50 - 1 cum 42525.00 37.11 1578102.75
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 5670.00 7.50 0.130 1 cum 5528.25 5684.00 31422573.00
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 5/67 km 1x1 5670.00 7.50 - sq.m 42525.00 10.39 441834.75
0/0 to 5/67 km
Sl. No. Description of Item No Length
(m)Width
(m)Thinkness
(m) Unit Quantity Rate (Rs) Amount(Rs)
9
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 5/67 km 1x1 5670.00 7.50 0.040 cum 1701.00 6164.00 10484964.00
78990617.58
10 Provision for inaugural function 5000.0011 Provision for Name boards & Logo Boards 56700.0012 Unforseen item 547682.42
79600000.00Total
Length of the Road(km)= 0.577+0.6
Sl. 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 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 600 12.58 - 1 Sq.m 7548.00 3.31 24983.88Excavation 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 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
131202.5175Scarifying Existing Bituminous surface to adepth of 150mm by Mechanical Means
1x1 577 3.5 - 1sqm 2019.50 4.76 9612.82Construction 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(BT) 1x2 577 2.25 0.3 1 cum 778.95 139.7 108819.315For Road 1x1 600 12.58 0.3 1 cum 2264.40 139.7 316336.68
For Shoulder 1x2 1177 1.42 0.42 1 cum 1403.93 139.7 196128.4063
621284.4013
COST ESTIMATE FOR ROAD CONSTRUCTION
Name of the road :Malpantanda to Kondanayakalli (CR22)
1
2
3
4
Sl. No.
Description of Item NoLength
(m)Width
(m)Thinkness
(m) unit Quantity Rate (Rs) Amount(Rs)
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
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 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
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 1/177 km 1x1 1177.00 7.50 - 1 cum 8827.50 37.11 327588.53
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 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.
Description of Item NoLength
(m)Width
(m)Thinkness
(m) unit Quantity Rate (Rs) Amount(Rs)
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 1/177 km 1x1 1177.00 7.50 - sq.m 8827.50 10.39 91717.73
10
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 1/177 km 1x1 1177.00 7.50 0.040 cum 353.10 6164.00 2176508.40
15907793.01
11 Provision for inaugural function 5000.0012 Provision for Name boards & Logo Boards 11770.0013 Unforseen item 125436.99
16050000.00Total
Sr.No.
Reference to
MORD Specificati
ons
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
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
a) LabourMate day 0.01 141.12 1.41 Mazdoor (Unskilled) day 0.25 141.12 35.28
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
Overheads &Contractors profit @10% on (a+b)
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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
hour 0.25 240.00 60.00 (a+b) 96.69
c) 9.67 (a+b+c) 106.36
106.36 19.34
a) LabourMate day 0.005 141.12 0.71 Mazdoor (Unskilled) day 0.125 141.12 17.64
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
Overheads &Contractors profit @10% on (a+b)
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
Overheads &Contractors profit @10% on (a+b)
Rate for 5.5 cum
Truck
Sr.No.
Reference to
MORD Specificati
ons
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
Unit = cumTaking output = 600 cuma) Labour
Mate day 0.24 141.12 33.87Mazdoor (Unskilled) day 6.00 141.12 846.72
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
Mate day 0.01 141.12 1.41Mazdoor (Unskilled) day 0.25 141.12 35.28
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) 433.09c) Overheads& Contractor's profit @10% on (a+b) 43.31
(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) 362.65c) Overheads& Contractor's profit @10% on (a+b) 36.26
(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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
b) Machineryhour 1.00 300.00 300.00
Tractor with trolley hour 0.40 375.00 150.00Joint Cutting Machine with 2-3 blades hour 1.00 250 250.00
(a+b) 847.35c) Overheads& Contractor's profit @10% on (a+b) 84.74
(a+b+c) 932.09932.09
9 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 38,760.00
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
For well graded granular sub-base materials as per Table 400.1
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
Rate per cum = a+b+c
Motor Grader 110 HP 50 cu.m per hour
Water tanker 6 kl capacity
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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
(a+b+c+d) 4,77,069.54Rate per cum = (a+b+c+d)/300 1,590.23
ii) For Grading II 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 134.00 1,441.90 1,93,214.609.5mm to 2.36 mm below @ 25 per cent cum 96.00 978.5 93,936.00 2.36 mm below @ 40 per cent cum 153.00 394.7 60,389.10Water kl 30.00 55.00 1,650.00
(a+b+c) 4,05,873.88d) Overheads @ 10% on (a+b+c) 40,587.39
(a+b+c+d) 4,46,461.27Rate per cum = (a+b+c+d)/300 1,488.20
ii) For Grading III 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 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
(a+b+c+d) 3,35,363.49Rate per cum = (a+b+c+d)/300 1,117.88
10 406 Wet Mix Macadam
Motor Grader 110 HP 50 cu.m per hourThree wheel 80-100 kN static roller @ 10 cum per
Water tanker 6 kl capacity
For well graded granular sub-base materials as per Table 400.1
Tractor with Rotavator 25 cum per hour
For well graded granular sub-base materials as per
Water tanker 6 kl capacity
9.5 mm to 4.75 mm @ 35 per cent
26.5 mm to 9.5 mm @ 35 per cent
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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
By Manual MeansUnit = cumTaking output = 360 cuma) Labour
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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
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 1,857.69WBM Grade-II
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 45.00 1,292.00 58,140.00
hour 24.00 75.00 1,800.00c) Material (Refer Tables 400.7, 8, 9 and 10)
Aggregatecum 435.60
1082.94,71,711.24
Stone Screeningcum 96.01 940.00 90,249.40
Binding Materialcum 28.80 231.00 6,652.80
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
Binding Material @ 0.08 cum per 10 sqm for Grading 1 material
Type B 11.2 mm for Grading 1 @ 0.27 cum per 10 sqm
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.
Three wheel 80-100 kN static roller @ 8 cum per hour
Type B 11.2 mm for Grading 1 @ 0.27 cum per 10 sqm
Binding Material @ 0.06 cum per 10 sqm for Grading 2 materialWater
Water tanker 6 kl capacity
Sr.No.
Reference to
MORD Specificati
ons
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
(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
hour 24.00 75.00 1,800.00c) Material (Refer Tables 400.7, 8, 9 and 10)
Aggregatecum 435.60 1,165.00 5,07,474.00
Stone Screeningcum 86.40 940.00 81,216.00
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
b) Machineryhour 2.00 75.00 150.00
Grading 3 53 mm to 22.4 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Type B 11.2 mm for Grading 3 @ 0.18 cum per 10 sqm
Providing and laying of laying of interlocking concrete block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504
Water tanker 6 kl capacity
Water tanker 6 kl capacity
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
Three wheel 80-100 kN static roller @ 8 cum per hour
Sr.No.
Reference to
MORD Specificati
ons
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
b) Machineryhour 1.40 276.00 386.40
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)
Unit = sqmTaking output = 1750 sqm
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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
b) Machineryhour 1.40 276.00 386.40
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)
Unit = sqmTaking output = 1250 sqm
a) Labour
Add 10% for overhead charges &contractors profit
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
Add 10% for overhead charges &contractors profit
Sr.No.
Reference to
MORD Specificati
ons
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
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) 2,944.80d) 117.79
3,062.59
e) 306.26
Rate per cum=a+b+c+d+e 3,368.85
18 Dense Graded Bituminous Macadam
Add 10% for overhead charges &contractors profit
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
Concrete mixer .4/.28 cum capacity
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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
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.
Sr.No.
Reference to
MORD Specificati
ons
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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
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
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
Unit Quantity Rate(Rs.)
Amount (Rs.) Description
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