Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 9,87,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEJHR_122930_6Bid Award Id
ViewTender No
PMGSY-III-NIT-59Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary rock (not requiring blasting)
241.92
-
412.06
... More
Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 12.4.)
83.41
-
4900.82
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
13.87
-
5070.9
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25
142.3
-
6048.79
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
5.39
-
94036.78
... More
Substructure
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25
Upto 5m height
128.55
-
6357.85
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25
From 5m upto 10m height
114.76
-
6466.64
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
39.02
-
94209.66
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
80640
-
0.84
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
186
-
114.8
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
407.84
-
1284.53
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
178.04
-
2649.16
... More
Superstructure
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M 30
95.5
-
6927.7
... More
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
14.17
-
95640.29
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
12.58
-
13738.36
... More
Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
58.8
-
4564.44
... More
Drainage Spouts complete as per drawing and Technical specification
8
-
1207.51
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
6.17
-
4810.31
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
17.75
-
11498.42
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
16.87
-
17994.27
... More
Protection Work
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
349.5
-
2340.49
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
174.75
-
2762.92
... More
For Toe Wall PCC Grade M15
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
32.28
-
7844.62
... More
MISCELLANEOUS WORK
Dewatering @ 10 Hrs per Day For 15 Days
300
-
300
... More
Comfirmatory Boring
2
-
20000
... More
APPROACH ROAD PART
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
0.02
-
57699.09
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Rolling with vibratory roller
253.23
-
282.24
... More
Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
Rolling with vibratory roller
22.5
-
19.1
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III. Cement Treated@ 5%
18
-
1817.35
... More
WET MIX MACADAM MACADAM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), 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 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
16.89
-
2547.53
... More
BITUMINOUS MACADAM Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
5.63
-
8453.11
... More
Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 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. 508 complete in all respects.
2.82
-
10778.68
... More
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
112.6
-
52.57
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
112.6
-
17.64
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
42.49
-
2026.43
... More
GUARD WALL PART
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
75.2
-
329.65
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
6.8
-
979.44
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
20.24
-
5070.9
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
31.92
-
4497.94
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
64.32
-
5040.41
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
80
-
114.8
... More
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
9.49
-
844.36
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 For Coping
1.5
-
1203.02
... More
DISMANTLE OF STRUCTURE
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting an d dismantled material, disposable of unserviceable material with all lifts and lead of 1000 meters)
(i) Prestressed/ Reinforced cement concrete grade 20 and above (By manual means)
44
-
887
... More
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting an d dismantled material, disposable of unserviceable material with all lifts and lead of 1000 meters)
(ii) Rubble Stone Masonary in Cement Mortar
71.77
-
286.3
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
167.7
-
282.24
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III. Cement Treated@ 5%
25.16
-
1817.35
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
34
-
7432.42
... More
Maintenance
1st Year -
1
-
1604
... More
Maintenance
2nd Year -
1
-
2244
... More
Maintenance
3rd Year -
1
-
123412.64
... More
Maintenance
4th Year -
1
-
3533
... More
Maintenance
5th Year -
1
-
4153
... More
2). CONSTRUCTION OF HL RCC BRIDGE OVER LOCAL RIVER AT CH.- 5.340 KM ON T01 (GAMHARIYA) TO T03 ( TONGO) VIA LALGANJ IN CHAINPUR BLOCK, GUMLA DISTRICT, LENGTH: 25.36M.
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary Soil
i) Upto 3m depth
510.3
-
329.65
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary Soil
ii) 3m to 6m depth
229.63
-
391.46
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary rock (not requiring blasting)
272.16
-
412.06
... More
Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 12.4.)
93.43
-
4752.22
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
15.77
-
4885.73
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25
176.44
-
5875.18
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
6.23
-
94036.78
... More
Substructure
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25
Upto 5m height
132.3
-
6184.24
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25
From 5m upto 10m height
98.78
-
6293.04
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
34.01
-
94209.66
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
95040
-
0.84
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
178
-
114.8
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
457.93
-
1370.26
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
183.54
-
2374.83
... More
Superstructure
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M 30
114.5
-
6754.1
... More
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
16.75
-
95640.29
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
14.27
-
13564.76
... More
Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
64.8
-
4541.84
... More
Drainage Spouts complete as per drawing and Technical specification
8
-
1207.51
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
6.17
-
4661.71
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
17.75
-
11324.82
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
16.87
-
17994.27
... More
Protection Work
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
336.15
-
2056.16
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
168.07
-
2488.59
... More
For Toe Wall PCC Grade M15
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
31.48
-
7696.02
... More
MISCELLANEOUS WORK
Dewatering @ 10 Hrs per Day For 15 Days
300
-
300
... More
Comfirmatory Boring
2
-
20000
... More
APPROACH ROAD PART
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
0.02
-
57699.09
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Rolling with vibratory roller
263.45
-
282.24
... More
Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
Rolling with vibratory roller
33.75
-
19.1
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III. Cement Treated@ 5%
27
-
1687.04
... More
WET MIX MACADAM MACADAM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), 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 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
25.34
-
2243.48
... More
BITUMINOUS MACADAM Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
8.45
-
8129.6
... More
Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 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. 508 complete in all respects.
4.22
-
10451.24
... More
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
168.9
-
52.57
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
168.9
-
17.64
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
47.06
-
1740.1
... More
GUARD WALL PART
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
150.4
-
329.65
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
13.6
-
1065.17
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
40.48
-
4885.73
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
63.8
-
4240.83
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
128.6
-
4852.95
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
80
-
114.8
... More
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
9.49
-
849.72
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 For Coping
3
-
1029.42
... More
Dismantling of Structures
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting an d dismantled material, disposable of unserviceable material with all lifts and lead of 1000 meters)
(i) Prestressed/ Reinforced cement concrete grade 20 and above (By manual means)
96.25
-
887
... More
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting an d dismantled material, disposable of unserviceable material with all lifts and lead of 1000 meters)
(ii) Rubble Stone Masonary in Cement Mortar
228.69
-
286.3
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
190.2
-
282.24
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III. Cement Treated@ 5%
28.53
-
1687.04
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
39
-
7325.64
... More
Maintanance
1st Year
1
-
1984.95
... More
Maintanance
2nd Year
1
-
2778.6
... More
Maintanance
3rd Year
1
-
113114.41
... More
Maintanance
4th Year
1
-
4371.68
... More
Maintanance
5th Year
1
-
5138.93
... More
3). CONSTRUCTION OF HL RCC BRIDGE OVER LOCAL RIVER AT CH.- 5.700 KM ON T03‐Jairagi to Karondha Chhatisgarh border via Jurmu IN DUMRI BLOCK, GUMLA DISTRICT LENGTH: 17.11M
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary Soil
i) Upto 3m depth
453.6
-
329.65
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary Soil
ii) 3m to 6m depth
173.88
-
391.46
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary rock (not requiring blasting)
241.92
-
412.06
... More
Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 12.4.)
83.41
-
4612.86
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
13.87
-
4718.09
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25
142.3
-
5739.23
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
5.39
-
94168.05
... More
Substructure
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25
Upto 5m height
128.55
-
6048.29
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25
From 5m upto 10m height
78.92
-
6157.08
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
30.44
-
94340.93
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
69854.4
-
0.84
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
162
-
114.8
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
346.18
-
1250.23
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
151.54
-
2186.23
... More
Superstructure
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M 30
61.2
-
6621.4
... More
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
9.88
-
95771.56
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
9.62
-
13432.06
... More
Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
48.3
-
4524.07
... More
Drainage Spouts complete as per drawing and Technical specification
8
-
1207.51
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
6.17
-
4522.35
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
17.75
-
11188.37
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
16.87
-
17994.27
... More
Protection Work
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
251.94
-
1860.67
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
125.97
-
2299.98
... More
For Toe Wall PCC Grade M15
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
25.99
-
7556.65
... More
MISCELLANEOUS WORK
Dewatering @ 10 Hrs per Day For 15 Days
300
-
300
... More
Comfirmatory Boring
2
-
20000
... More
APPROACH ROAD PART
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
0.01
-
57699.09
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Rolling with vibratory roller
267.74
-
282.24
... More
Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
Rolling with vibratory roller
11.25
-
19.1
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III. Cement Treated@ 5%
9
-
1525.87
... More
WET MIX MACADAM MACADAM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), 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 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
8.45
-
2034.45
... More
BITUMINOUS MACADAM Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
2.82
-
8005.91
... More
Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 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. 508 complete in all respects.
1.41
-
10389
... More
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
56.3
-
53.73
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
56.3
-
17.94
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
24.67
-
1543.24
... More
GUARD WALL PART
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
75.2
-
329.65
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
6.8
-
945.14
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
20.24
-
4718.09
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
31.92
-
4081
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
64.32
-
4631.23
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
80
-
114.8
... More
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
9.49
-
870.35
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 For Coping
1.5
-
884.22
... More
Maintanance
1st Year
1
-
802
... More
Maintanance
2nd Year
1
-
1122
... More
Maintanance
3rd Year
1
-
100347.74
... More
Maintanance
4th Year
1
-
1767
... More
Maintanance
5th Year
1
-
2076
... More
GST @ 18%
1
-
18
... More
Labour Cess @ 1%
1
-
1
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