Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date21 Jun 2019
Closing Date20 Jul 2019
Tender Amount₹ 1,24,99,739
Costs
EMD
₹ 2,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_SQCEO_78295_1Bid Award Id
ViewTender No
04/EO/TRRDA/2019-20Tender Authority
Pradhan Mantri Gram Sadak Yojana 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
Documents
BOQ Items
... More
(A) By manual means
-
-
-
... More
(i) In area of non thorny Jungle
0.5072
-
27200.7
... More
Excavation in cutting in soil by manual means with lead upto 50.0m.
-
-
-
... More
Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3
200
-
67.1
... More
Excavation in Soil with Dozer with lead upto 100 m.
-
-
-
... More
Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m. including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
300
-
44.3
... More
Construction of Embankment with approved materials deposited at site from Roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
-
-
-
... More
(A) For spreading beyond 100m.
100
-
57.9
... More
(B) For spreading within 100m.
150
-
46.4
... More
Granular Sub-base
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
... More
For Grading - I Material ( jhama brick aggregate )
11.876
-
3121.96
... More
WBM Grading - 2- 75mm compacted thickness (using jhama brick aggregates)
-
-
-
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming 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.
A) By Manual Means
8.565
-
3988.22
... More
WBM Grading - 3- 75mm compacted thickness (using jhama brick aggregates)
-
-
-
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
A) By Manual Means
8.565
-
3979.05
... More
Surface courses (Bituminous)
-
-
-
... More
Prime coat
-
-
-
... More
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 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
-
-
-
... More
(i) Low Porosity
114.188
-
35.19
... More
Tack coat
-
-
-
... More
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.
4826.325
-
12.56
... More
20mm. Thick open - graded premix carpet using Bituminous (penetration grade / modified bitumen ) Binder
-
-
-
... More
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
-
-
-
... More
By Mechanical Means with Bitumen (S-65)
-
-
189.62
... More
Seal coat
-
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
-
-
-
... More
i) By Manual Means Case-IV: Type-D (premix with fine sand)
Bitumen (S-65)
-
-
43.94
... More
Protection Works
-
-
-
... More
Surface Drains
-
-
-
... More
Construction of unlined surface drains of average cross-sectional area 0.4 sqm. in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m ) as per Technical Specification Clause 307
I) Surface Drains in Ordinary Soil
(A) Manual Means
100
-
35.8
... More
Road side Pucca Drains
-
-
-
... More
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved drawing and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site
B. Trapezoidal drain (top clear width 600 mm. Bottom clear width 300 mm and clear depth of 400
i)In Ordinary Soil
430
-
1878.92
... More
Toe Wall
-
-
-
... More
(i) Earth work in excavation for Toe wall as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.
Ordinary soil
Upto 3 m depth
147
-
143.1
... More
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
Sand filling
12.6
-
701.56
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
P.C.C grade M 10 (using Jhama brick aggregate)
Nominal mix 1:3:6
11.7
-
5020.25
... More
Plain cement concrete( using jhama brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
PCC grade M15 Nominal Mix 1:2.5:5
84
-
5528.35
... More
Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202
1.05975
-
65651.59
... More
Road Logo other Road furniture
-
-
-
... More
Reinforced cement concrete M15 grade kilometre 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
-
-
-
... More
(II) Ordinary Kilometer Stone (precast)
4
-
1939.9
... More
Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
-
-
-
... More
600mm equilateral triangle aluminum sheeting
8
-
2184.4
... More
600mm Dia circular aluminum sheeting
8
-
2310.6
... More
Repairing of pot holes
-
-
-
... More
Repairing pot-holes and making up small depressions with ramming or power rolling after removal / disposal of disintegrated materials within a lead of 50 m , cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with jhama chips using bitumen of VG-30 @ 54 kg per cum of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg / sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses 1900,502,503,and 504
100
-
8407.1
... More
2. D.K. road to Lal Mohan Para (TR-03-80) (Length:- 1.013 km) (Link route No:- L025 under Damcherra block.
-
-
-
... More
Clearing and grubbing Road land
-
-
-
... More
Clearing and grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300m.m removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
-
-
-
... More
(A) By manual means
-
-
-
... More
(i) In area of non thorny Jungle
0.4052
-
27200.7
... More
Excavation in cutting in soil by manual means with lead upto 50.0m.
-
-
-
... More
Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3
100
-
67.1
... More
Excavation in Soil with Dozer with lead upto 100 m.
-
-
-
... More
Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m. including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
250
-
44.3
... More
Construction of Embankment with approved materials deposited at site from Roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
-
-
-
... More
(A) For spreading beyond 100m.
150
-
57.9
... More
(B) For spreading within 100m.
200
-
46.4
... More
Granular Sub-base
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
... More
For Grading - I Material ( jhama brick aggregate )
79.17
-
3242.21
... More
WBM Grading - 2- 75mm compacted thickness (using jhama brick aggregates)
-
-
-
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming 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.
A) By Manual Means
57.094
-
4116.98
... More
WBM Grading - 3- 75mm compacted thickness (using jhama brick aggregates)
-
-
-
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
A) By Manual Means
203.539
-
4105.2
... More
Surface courses (Bituminous)
-
-
-
... More
Prime coat
-
-
-
... More
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 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
-
-
-
... More
(i) Low Porosity
2713.856
-
35.21
... More
Tack coat
-
-
-
... More
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.
3855.731
-
12.57
... More
20mm. Thick open - graded premix carpet using Bituminous (penetration grade / modified bitumen ) Binder
-
-
-
... More
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
-
-
-
... More
By Mechanical Means with Bitumen (S-65)
-
-
192.77
... More
Seal coat
-
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
-
-
-
... More
i) By Manual Means Case-IV: Type-D (premix with fine sand)
Bitumen (S-65)
-
-
44.7
... More
Protection Works
-
-
-
... More
Surface Drains
-
-
-
... More
Construction of unlined surface drains of average cross-sectional area 0.4 sqm. in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m ) as per Technical Specification Clause 307
I) Surface Drains in Ordinary Soil
(A) Manual Means
113
-
35.8
... More
Road side Pucca Drains
-
-
-
... More
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved drawing and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site
B. Trapezoidal drain (top clear width 600 mm. Bottom clear width 300 mm and clear depth of 400
i)In Ordinary Soil
100
-
1968.32
... More
Toe Wall
-
-
-
... More
(i) Earth work in excavation for Toe wall as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.
Ordinary soil
Upto 3 m depth
73.5
-
143.1
... More
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
Sand filling
6.3
-
811.96
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
P.C.C grade M 10 (using Jhama brick aggregate)
Nominal mix 1:3:6
5.85
-
5166.53
... More
Plain cement concrete( using jhama brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
PCC grade M15 Nominal Mix 1:2.5:5
42
-
5672.1
... More
Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202
0.529875
-
65714.59
... More
Road Logo other Road furniture
-
-
-
... More
Reinforced cement concrete M15 grade kilometre 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
-
-
-
... More
(II) Ordinary Kilometer Stone (precast)
2
-
1939.9
... More
Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
-
-
-
... More
600mm equilateral triangle aluminum sheeting
5
-
2184.4
... More
600mm Dia circular aluminum sheeting
3
-
2310.6
... More
Repairing of pot holes
-
-
-
... More
Repairing pot-holes and making up small depressions with ramming or power rolling after removal / disposal of disintegrated materials within a lead of 50 m , cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with jhama chips using bitumen of VG-30 @ 54 kg per cum of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg / sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses 1900,502,503,and 504
50
-
8407.1
... More
3. D.K. road to Uttamjoy Para (TR-03-83) (Length:- 2.30 km) (Link route No:- L022 under Damcherra block.
-
-
-
... More
Clearing and grubbing Road land
-
-
-
... More
Clearing and grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300m.m removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
-
-
-
... More
(A) By manual means
-
-
-
... More
(i) In area of non thorny Jungle
0.92
-
27200.7
... More
Excavation in cutting in soil by manual means with lead upto 50.0m.
-
-
-
... More
Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3
250
-
67.1
... More
Excavation in Soil with Dozer with lead upto 100 m.
-
-
-
... More
Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m. including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
750
-
44.3
... More
Construction of Embankment with approved materials deposited at site from Roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
-
-
-
... More
(A) For spreading beyond 100m.
300
-
57.9
... More
(B) For spreading within 100m.
700
-
46.4
... More
Granular Sub-base
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
... More
For Grading - I Material ( jhama brick aggregate )
92.264
-
3170.06
... More
WBM Grading - 2- 75mm compacted thickness (using jhama brick aggregates)
-
-
-
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming 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.
A) By Manual Means
66.914
-
4039.72
... More
WBM Grading - 3- 75mm compacted thickness (using jhama brick aggregates)
-
-
-
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
A) By Manual Means
66.914
-
4029.51
... More
Surface courses (Bituminous)
-
-
-
... More
Prime coat
-
-
-
... More
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 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
-
-
-
... More
(i) Low Porosity
892.185
-
35.2
... More
Tack coat
-
-
-
... More
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.
8754.375
-
12.56
... More
20mm. Thick open - graded premix carpet using Bituminous (penetration grade / modified bitumen ) Binder
-
-
-
... More
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
-
-
-
... More
By Mechanical Means with Bitumen (S-65)
-
-
190.88
... More
Seal coat
-
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
-
-
-
... More
i) By Manual Means Case-IV: Type-D (premix with fine sand)
Bitumen (S-65)
-
-
44.25
... More
Protection Works
-
-
-
... More
Surface Drains
-
-
-
... More
Construction of unlined surface drains of average cross-sectional area 0.4 sqm. in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m ) as per Technical Specification Clause 307
I) Surface Drains in Ordinary Soil
(A) Manual Means
600
-
35.8
... More
Road side Pucca Drains
-
-
-
... More
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved drawing and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site
B. Trapezoidal drain (top clear width 600 mm. Bottom clear width 300 mm and clear depth of 400
i)In Ordinary Soil
450
-
1914.68
... More
Toe Wall
-
-
-
... More
(i) Earth work in excavation for Toe wall as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.
Ordinary soil
Upto 3 m depth
73.5
-
143.1
... More
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
Sand filling
6.3
-
745.72
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
P.C.C grade M 10 (using Jhama brick aggregate)
Nominal mix 1:3:6
5.85
-
5078.76
... More
Plain cement concrete( using jhama brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
PCC grade M15 Nominal Mix 1:2.5:5
42
-
5575.7
... More
Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202
0.529875
-
65676.79
... More
Road Logo other Road furniture
-
-
-
... More
Reinforced cement concrete M15 grade kilometre 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
-
-
-
... More
(II) Ordinary Kilometer Stone (precast)
3
-
1939.9
... More
Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
-
-
-
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600mm equilateral triangle aluminum sheeting
8
-
2184.4
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600mm Dia circular aluminum sheeting
3
-
2310.6
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Repairing of pot holes
-
-
-
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Repairing pot-holes and making up small depressions with ramming or power rolling after removal / disposal of disintegrated materials within a lead of 50 m , cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with jhama chips using bitumen of VG-30 @ 54 kg per cum of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg / sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses 1900,502,503,and 504
125
-
8407.1
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