Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Jan 2024
Closing Date5 Feb 2024
Tender Amount₹ 1,01,05,000
Costs
EMD
₹ 2,02,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_35598_10Bid Award Id
ViewTender No
MMPPNA-2023-24(Ghy City area)Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage Excluding Edge block/ Edge restraints
111.9
-
941.4
(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.
198.45
-
137.86
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
10.78
-
5935.66
Providing weep holes in masonry/Plain/Reinforced concrete abutment, wing wall/return wall with Heavy Duty 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.
98
-
205.66
Back filling Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing, Technical Specification Section 300, IRC: 78 and as directed by Engineer.I) Granular Material
57.92
-
1498.38
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
198.45
-
253.01
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
16.17
-
2596.06
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. E. RCC Gr. M20 (a) height upto 5.00 m,case-1 Using concrete mixer
39.69
-
7402.63
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
5.94
-
53724.27
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand. 600 mm equilaterial triangle
1
-
3933.19
Maintenance Work
1st year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.05
-
39927.42
2nd year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.05
-
46259.94
3rd year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.05
-
60141.99
4th year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.05
-
117503.05
(II) Construction of Lakhi Path at Japorigog from Ch. 0.00m to Ch. 86.00m (With Load Bearing Drain on both side) 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 (Manual method should be adopted where machines can not be deployed due to site condition)
380.57
-
137.3
By Mix in Place Method (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.. (ii) For Grading-II materials
32.27
-
3166.87
Water Bound Macadam-III(Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading -III as per Technical Specification Clause 405 (A) By manual Means
16.13
-
4293.12
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage Excluding Edge block/ Edge restraints
215.1
-
941.4
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
18.92
-
5935.66
Providing weep holes in masonry/Plain/Reinforced concrete abutment, wing wall/return wall with Heavy Duty 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.
173
-
205.66
Back filling Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing, Technical Specification Section 300, IRC: 78 and as directed by Engineer.I) Granular Material
101.65
-
1498.38
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
348.3
-
253.01
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
28.38
-
2596.06
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. E. RCC Gr. M20 (a) height upto 5.00 m,case-1 Using concrete mixer
72.24
-
7402.63
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
11.46
-
53724.27
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand. 600 mm equilaterial triangle
1
-
3933.19
Maintenance Work
1st year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.09
-
39927.42
2nd year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.09
-
46259.94
3rd year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.09
-
60141.99
4th year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.09
-
117503.05
(III) Construction of Manik Nagar 1st Sub Byelane (RHS) at Japorigog from Ch. 0.00m to Ch. 45.00m (With Load Bearing Drain on both side) 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 (Manual method should be adopted where machines can not be deployed due to site condition)
217.91
-
137.3
By Mix in Place Method (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.. (ii) For Grading-II materials
20.04
-
3166.87
Water Bound Macadam-III(Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading -III as per Technical Specification Clause 405 (A) By manual Means
10.02
-
4293.12
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage Excluding Edge block/ Edge restraints
133.58
-
941.4
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
10.78
-
5935.66
Providing weep holes in masonry/Plain/Reinforced concrete abutment, wing wall/return wall with Heavy Duty 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.
98
-
205.66
Back filling Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing, Technical Specification Section 300, IRC: 78 and as directed by Engineer.I) Granular Material
57.92
-
1498.38
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
198.45
-
253.01
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
16.17
-
2596.06
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. E. RCC Gr. M20 (a) height upto 5.00 m,case-1 Using concrete mixer
39.69
-
7402.63
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
5.94
-
53724.27
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand. 600 mm equilaterial triangle
1
-
3933.19
Maintenance Work
1st year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.05
-
39927.42
2nd year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.05
-
46259.94
3rd year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.05
-
60141.99
4th year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.05
-
117503.05
(IV) Manik Nagar Byelane No. 2 (LHS) at RGB from Ch. 0.00m to Ch. 73.50m (With Load Bearing Drain on both side)
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 (Manual method should be adopted where machines can not be deployed due to site condition)
32.07
-
137.3
By Mix in Place Method (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.. (ii) For Grading-II materials
32.07
-
3166.87
Water Bound Macadam-III(Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading -III as per Technical Specification Clause 405 (A) By manual Means
16.04
-
4293.12
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage Excluding Edge block/ Edge restraints
213.83
-
941.4
(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.
473.85
-
137.86
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
25.74
-
5935.66
Providing weep holes in masonry/Plain/Reinforced concrete abutment, wing wall/return wall with Heavy Duty 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.
234
-
205.66
Back filling Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing, Technical Specification Section 300, IRC: 78 and as directed by Engineer.I) Granular Material
138.29
-
1498.38
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
473.85
-
253.01
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
38.61
-
2596.06
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. E. RCC Gr. M20 (a) height upto 5.00 m,case-1 Using concrete mixer
105.3
-
7402.63
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
15.58
-
53724.27
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand. 600 mm equilaterial triangle
1
-
3933.19
Maintenance Work
1st year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.07
-
39927.42
2nd year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.07
-
46259.94
3rd year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.07
-
60141.99
4th year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.07
-
117503.05
(V) Construction of Manik Nagar Byelane No. 1 (LHS) at RGB from Ch. 0.00m to Ch. 117.00m (With Load Bearing Drain on both side) 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 (Manual method should be adopted where machines can not be deployed due to site condition)
528.26
-
137.3
By Mix in Place Method (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.. (ii) For Grading-II materials
54.41
-
3166.87
Water Bound Macadam-III(Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading -III as per Technical Specification Clause 405 (A) By manual Means
27.2
-
4293.12
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage Excluding Edge block/ Edge restraints
362.7
-
941.4
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
25.74
-
5935.66
Providing weep holes in masonry/Plain/Reinforced concrete abutment, wing wall/return wall with Heavy Duty 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.
234
-
205.66
Back filling Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing, Technical Specification Section 300, IRC: 78 and as directed by Engineer.I) Granular Material
138.29
-
1498.38
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
473.72
-
253.01
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
38.61
-
2596.06
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. E. RCC Gr. M20 (a) height upto 5.00 m,case-1 Using concrete mixer
115.83
-
7402.63
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
15.57
-
53724.27
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cx45cmx60cm below level as per approved drawing and sign.(All the steel work must be Tata /Sail/or any other approved brand. 600 mm equilaterial triangle
1
-
3933.19
Maintenance Work
1st year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.12
-
39927.42
2nd year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.12
-
46259.94
3rd year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.12
-
60141.99
4th year Routine Maintenance(Rate to be quoted at column13 by bidder should be same as mentioned at Column6)
0.12
-
117503.05
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