Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 2,68,436Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Jh-xv-iii-gum-19
Description
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Contact
Tender Id
2019_CEJHR_73243_42Bid Award Id
ViewTender No
NIT NO 01Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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.
0.88
-
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.
1320
-
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
837.232
-
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
1777.6
-
118.04
Lead Upto 250m to 500m
2666.4
-
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.
1320
-
119.36
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.
4940.35
-
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.
667.783
-
2325.03
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.
733.783
-
2171.43
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.
6677.834
-
118.62
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.
6677.834
-
108.67
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.
6677.834
-
42.95
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)
2
-
1529.13
(iii) 200m Stone (precast)
11
-
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
2
-
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
-
2326.26
(ii) Place (Public Importance - School, Health Centre) Identification Board
2
-
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
2
-
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.
5
-
396.64
Citizen Information Board 'A' for Flexible Pavement
1
-
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.
135.477
-
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)
16.945
-
926.7
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.
30
-
4937.6
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
12.804
-
4454.03
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
136.494
-
3682.81
Pointing with cement mortar (1:3) on stonework in substructure as per technical specification Clauses 613.4 & 1204
169.004
-
50.91
5 YEARS MAINTENANCE COST
-
-
-
1st Year Maintenance cost
1
-
94273.91
2nd Year Maintenance cost
1
-
127922.2
3rd Year Maintenance cost
1
-
161150.08
4th Year Maintenance cost
1
-
191847.16
5th Year Maintenance cost
1
-
223851.47
B - T08 - L028 TO KUSUMTOLI (0.800KM)
-
-
-
Setting out Pillars - Providing & fixing of Bench Mark pillars @ four nos. per km as per drawings given. (Size 1.00x0.345x0.345)
0.8
-
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.
0.32
-
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.
480
-
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
308.448
-
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
662.4
-
118.04
Lead Upto 250m to 500m
993.6
-
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.
480
-
119.36
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.
1811.256
-
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.
247.752
-
2325.03
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.
271.752
-
2171.43
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.
2477.52
-
118.62
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.
2477.52
-
108.67
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.
2477.52
-
42.95
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)
4
-
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
2
-
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
-
2326.26
(ii) Place (Public Importance - School, Health Centre) Identification Board
1
-
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
-
9827.99
(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
-
396.64
Citizen Information Board 'A' for Flexible Pavement
1
-
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.
33.869
-
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)
4.236
-
926.7
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
-
4937.6
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
3.201
-
4454.03
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
34.124
-
3682.81
Pointing with cement mortar (1:3) on stonework in substructure as per technical specification Clauses 613.4 & 1204
42.251
-
50.91
5 YEARS MAINTENANCE COST
-
-
-
1st Year Maintenance cost
1
-
33848.61
2nd Year Maintenance cost
1
-
46084.36
3rd Year Maintenance cost
1
-
58167.22
4th Year Maintenance cost
1
-
69329.8
5th Year Maintenance cost
1
-
80967.72
C - L067 - L040 TO CHETO KHAS (0.600KM)
-
-
-
Setting out Pillars - Providing & fixing of Bench Mark pillars @ four nos. per km as per drawings given. (Size 1.00x0.345x0.345)
0.6
-
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.
0.24
-
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.
360
-
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
231.336
-
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
484.8
-
118.04
Lead Upto 250m to 500m
727.2
-
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.
360
-
119.36
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.
1364.256
-
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.
187.752
-
2325.03
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.
205.752
-
2171.43
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.
1877.52
-
118.62
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.
1877.52
-
108.67
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.
1877.52
-
42.95
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
-
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
2
-
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
-
2326.26
(ii) Place (Public Importance - School, Health Centre) Identification Board
2
-
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
-
9827.99
(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
-
396.64
Citizen Information Board 'A' for Flexible Pavement
1
-
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.
33.869
-
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)
4.236
-
926.7
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
-
4937.6
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
3.201
-
4454.03
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
34.124
-
3682.81
Pointing with cement mortar (1:3) on stonework in substructure as per technical specification Clauses 613.4 & 1204
42.251
-
50.91
5 YEARS MAINTENANCE COST
-
-
-
1st Year Maintenance cost
1
-
25624.5
2nd Year Maintenance cost
1
-
34801.31
3rd Year Maintenance cost
1
-
43863.46
4th Year Maintenance cost
1
-
52235.39
5th Year Maintenance cost
1
-
60963.84
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