Jharkhand State Rural Road Development Authority Tender
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EMD
₹ 2,25,518Document Cost
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Description
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Contact
Tender Id
2018_CEJHR_67008_77Tender No
TenderUpload_NIT25_2018Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
540
11118
20.59
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
-
-
-
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
-
-
-
FREE LEAD
897.11
105894
118.04
Lead Upto 250m to 500m
1345.66
204271
151.8
Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 500 m as per Technical Specification Clause 303.1.
540
64281
119.04
Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 500 m as per Technical Specification Clause 303.1.
2019.68
309252
153.12
Granular sub-base with well graded materials aggregate Gr - II with 5% Cement stablished (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
272.73
640254
2347.62
Granular sub-base with well graded materials aggregate Gr - III with 5% Cement stablished of unit wieght of material (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
299.73
657602
2194.02
Surface Dressing using Nominal aggregate size 13.2 mm mixing with Bitumen Emulsion By Manual Means Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
2727.25
327188
119.97
Surface Dressing using Nominal aggregate size 9.5 mm mixing with Bitumen Emulsion By Manual Means Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
2727.25
300051
110.02
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.
2727.25
118389
43.41
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
-
-
-
(i) 5th Kilometer Stone (precast)
-
-
-
(ii) Kilometer Stone (precast)
-
-
-
(iii) 200m Stone (precast)
3
1279
426.58
TRAFFIC SIGN :- Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing Clause 1701.2.2 - Cautionary Sign Board
1
1560
1560.85
DIRECTION SIGN :- Providing and erecting direction and place identification semi reflective sign board as per IRC:67 made of 2mm thick MS steel dully stove white colour in front and gray colour on back with red reflective border of 70mm width and required letters and figures with reflective tape engineering grade as per MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg square tube of 3050mm height duly strengthened by 25mmx5mm MS flat iron on edges on back firmly concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.
-
-
-
(i) Place (Village) Identification Board
1
2326
2326.26
(ii) Place (Public Importance - School, Health Centre) Identification Board
-
-
-
(iii) Place (Bus Bay) Identification Board
-
-
-
(I) Providing and Fixing 'Logo' of PMGSYproject:- Providing and fixing of typical PMGSY/Bharat Nirman informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plare duly welded with MS flat iron 25mm x 5mm size on back on edges.
-
-
-
(i) Entrance Point Logo Board
-
-
-
(ii) PMGSY Logo Board
1
9827
9827.99
(iii) Informatory Sign Board
-
-
-
Boundary Pillar cum FI Post : Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 at Sharp curves & high embankment.
1
396
396.64
Citizen Information Board 'A' for Flexible Pavement
1
4247
4247
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.
33.87
6736
198.89
Bedding for Pipe Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
4.24
2900
684.63
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single Row Providing and laying reinforced concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per Clause 1106.
7.5
40009
5334.59
Providing and laying boulder soling in foundation with stone boulders of minimum size & weight as per table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301.
-
-
-
Plain Cement Concrete M10 (1:3:6 niminal mix) in levelling course below open foundation of Head walls as per drawings & Tech. Specification Clause 1109
3.2
13986
4369.29
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
34.12
124306
3642.78
Pointing with cement mortar (1:3) on stonework in substructure as per technical specification Clauses 613.4 & 1204
42.25
2122
50.23
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
12.25
2412
196.9
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
23.38
76476
3271.71
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
50
16689
333.78
5 YEARS MAINTENANCE COST
-
-
-
1st Year Maintenance cost
1
38092
38092.89
2nd Year Maintenance cost
1
51918
51918.25
3rd Year Maintenance cost
1
65576
65576.2
4th Year Maintenance cost
1
78194
78194.25
5th Year Maintenance cost
1
91351
91351.64
B-L053-L029 TO UPPERTOLI (01.100K.M.)
-
-
-
Setting out Pillars - Providing & fixing of Bench Mark pillars @ four nos. per km as per drawings given. (Size 1.00x0.345x0.345)
1.1
4400
4000
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification Clause 201.
0.44
16501
37502.61
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
660
13589
20.59
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
875.31
51345
58.66
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
-
-
-
FREE LEAD
855.52
100985
118.04
Lead Upto 250m to 500m
1283.29
194802
151.8
Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 500 m as per Technical Specification Clause 303.1.
660
78566
119.04
Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 500 m as per Technical Specification Clause 303.1.
2466.93
377736
153.12
Granular sub-base with well graded materials aggregate Gr - II with 5% Cement stablished (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
332.81
781313
2347.62
Granular sub-base with well graded materials aggregate Gr - III with 5% Cement stablished of unit wieght of material (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
365.81
802596
2194.02
Surface Dressing using Nominal aggregate size 13.2 mm mixing with Bitumen Emulsion By Manual Means Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
3328.11
399273
119.97
Surface Dressing using Nominal aggregate size 9.5 mm mixing with Bitumen Emulsion By Manual Means Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
3328.11
366158
110.02
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.
3328.11
144473
43.41
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
-
-
-
(i) 5th Kilometer Stone (precast)
-
-
-
(ii) Kilometer Stone (precast)
1
1529
1529.13
(iii) 200m Stone (precast)
5
2132
426.58
TRAFFIC SIGN :- Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing Clause 1701.2.2 - Cautionary Sign Board
1
1560
1560.85
DIRECTION SIGN :- Providing and erecting direction and place identification semi reflective sign board as per IRC:67 made of 2mm thick MS steel dully stove white colour in front and gray colour on back with red reflective border of 70mm width and required letters and figures with reflective tape engineering grade as per MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg square tube of 3050mm height duly strengthened by 25mmx5mm MS flat iron on edges on back firmly concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.
-
-
-
(i) Place (Village) Identification Board
1
2326
2326.26
(ii) Place (Public Importance - School, Health Centre) Identification Board
1
2326
2326.26
(iii) Place (Bus Bay) Identification Board
-
-
-
(I) Providing and Fixing 'Logo' of PMGSYproject:- Providing and fixing of typical PMGSY/Bharat Nirman informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plare duly welded with MS flat iron 25mm x 5mm size on back on edges.
-
-
-
(i) Entrance Point Logo Board
-
-
-
(ii) PMGSY Logo Board
1
9827
9827.99
(iii) Informatory Sign Board
-
-
-
Boundary Pillar cum FI Post : Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 at Sharp curves & high embankment.
4
1586
396.64
Citizen Information Board 'A' for Flexible Pavement
1
4247
4247
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.
33.87
6736
198.89
Bedding for Pipe Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
4.24
2954
697.37
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single Row Providing and laying reinforced concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per Clause 1106.
7.5
40009
5334.59
Providing and laying boulder soling in foundation with stone boulders of minimum size & weight as per table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301.
-
-
-
Plain Cement Concrete M10 (1:3:6 niminal mix) in levelling course below open foundation of Head walls as per drawings & Tech. Specification Clause 1109
3.2
14002
4374.38
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
34.12
124421
3646.16
Pointing with cement mortar (1:3) on stonework in substructure as per technical specification Clauses 613.4 & 1204
42.25
2123
50.26
5 YEARS MAINTENANCE COST
-
-
-
1st Year Maintenance cost
1
46242
46242.75
2nd Year Maintenance cost
1
63120
63120.3
3rd Year Maintenance cost
1
79792
79792.21
4th Year Maintenance cost
1
95194
95194.15
5th Year Maintenance cost
1
111254
111254.28
C-L051-T04 TO UPPERTOLI (01.100K.M.)
-
-
-
Setting out Pillars - Providing & fixing of Bench Mark pillars @ four nos. per km as per drawings given. (Size 1.00x0.345x0.345)
1.1
4400
4000
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification Clause 201.
0.44
16501
37502.61
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
660
13589
20.59
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
846.3
49643
58.66
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
-
-
-
FREE LEAD
826.16
97519
118.04
Lead Upto 250m to 500m
1239.24
188116
151.8
Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 500 m as per Technical Specification Clause 303.1.
660
78566
119.04
Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 500 m as per Technical Specification Clause 303.1.
2473.16
378690
153.12
Granular sub-base with well graded materials aggregate Gr - II with 5% Cement stablished (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
334.89
786187
2347.62
Granular sub-base with well graded materials aggregate Gr - III with 5% Cement stablished of unit wieght of material (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
367.89
807151
2194.02
Surface Dressing using Nominal aggregate size 13.2 mm mixing with Bitumen Emulsion By Manual Means Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
3348.87
401764
119.97
Surface Dressing using Nominal aggregate size 9.5 mm mixing with Bitumen Emulsion By Manual Means Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
3348.87
368442
110.02
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.
3348.87
145374
43.41
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
-
-
-
(i) 5th Kilometer Stone (precast)
-
-
-
(ii) Kilometer Stone (precast)
1
1529
1529.13
(iii) 200m Stone (precast)
5
2132
426.58
TRAFFIC SIGN :- Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing Clause 1701.2.2 - Cautionary Sign Board
1
1560
1560.85
DIRECTION SIGN :- Providing and erecting direction and place identification semi reflective sign board as per IRC:67 made of 2mm thick MS steel dully stove white colour in front and gray colour on back with red reflective border of 70mm width and required letters and figures with reflective tape engineering grade as per MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg square tube of 3050mm height duly strengthened by 25mmx5mm MS flat iron on edges on back firmly concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.
-
-
-
(i) Place (Village) Identification Board
1
2326
2326.26
(ii) Place (Public Importance - School, Health Centre) Identification Board
1
2326
2326.26
(iii) Place (Bus Bay) Identification Board
-
-
-
(I) Providing and Fixing 'Logo' of PMGSYproject:- Providing and fixing of typical PMGSY/Bharat Nirman informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plare duly welded with MS flat iron 25mm x 5mm size on back on edges.
-
-
-
(i) Entrance Point Logo Board
-
-
-
(ii) PMGSY Logo Board
1
9827
9827.99
(iii) Informatory Sign Board
-
-
-
Boundary Pillar cum FI Post : Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 at Sharp curves & high embankment.
3
1189
396.64
Citizen Information Board 'A' for Flexible Pavement
1
4247
4247
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.
33.87
6736
198.89
Bedding for Pipe Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
4.24
2954
697.37
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single Row Providing and laying reinforced concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per Clause 1106.
7.5
40009
5334.59
Providing and laying boulder soling in foundation with stone boulders of minimum size & weight as per table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301.
-
-
-
Plain Cement Concrete M10 (1:3:6 niminal mix) in levelling course below open foundation of Head walls as per drawings & Tech. Specification Clause 1109
3.2
14002
4374.38
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
34.12
124421
3646.16
Pointing with cement mortar (1:3) on stonework in substructure as per technical specification Clauses 613.4 & 1204
42.25
2123
50.26
5 YEARS MAINTENANCE COST
-
-
-
1st Year Maintenance cost
1
46242
46242.75
2nd Year Maintenance cost
1
63120
63120.3
3rd Year Maintenance cost
1
79792
79792.21
4th Year Maintenance cost
1
95194
95194.15
5th Year Maintenance cost
1
111254
111254.28
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