Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Jan 2024
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 1,96,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_410816_1Tender No
DIPR.80/2024/MDU/IAP/Mw02Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Construction of granular sub-base (GSB) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading III.
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-
-
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
-
-
-
Km - 0/0 - 0/600
341.55
-
-
Applying Primecoat over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete.
-
-
-
Km - 0/0 - 0/600
2277
-
-
Applying Tackcoat over Primed WMM surface at 2.5Kg / 10 sq.m RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete.
-
-
-
Km - 0/0 - 0/600
2277
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-
Bituminous Macadam 50 MM thick including hire and Labour charges etc., complete.
-
-
-
Km - 0/0 - 0/600
113.85
-
-
Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
Km - 0/0 - 0/600
56.93
-
-
Providing and Laying U.S. gravel to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
Km - 0/0 - 0/600
144
-
-
Providing Drainage
-
-
-
Road Marking with Hot Applied Thermoplastic compound with reflectorising Glass beads on Bituminous surface
-
-
-
Km - 0/0 - 0/600
1200
-
-
Supply and fixing of HM stone SI No.44 C.
2
-
-
Provision for CIB & Name Board.
1
-
-
Road Marker / Road Stud with lens reflector
6
-
-
60cm Equilateral triangle cautionary sign board
1
-
-
Upgradation & Black topping road Melapanangadi Senthil Nagar road in Petchikulam Panchayat, Km 0/0-1/0, R.304 Rs.107.84
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-
-
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.
-
-
-
Km - 0/0 - 1/0
189
-
-
Construction of granular sub-base (GSB) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading III.
-
-
-
Km 0/0-1/0
405
-
-
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
-
-
-
Km 0/0-1/0
562.5
-
-
Applying Primecoat over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete.
-
-
-
Km 0/0-1/0
3750
-
-
Applying Tackcoat over Primed WMM surface at 2.5Kg / 10 sq.m RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete.
-
-
-
Km 0/0-1/0
3750
-
-
Bituminous Macadam 50 MM thick including hire and Labour charges etc., complete.
-
-
-
Km 0/0-1/0
187.5
-
-
Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
Km 0/0-1/0
93.75
-
-
Providing and Laying U.S. gravel to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
Km 0/0-1/0
180
-
-
Providing Drainage
-
-
-
Road Marking with Hot Applied Thermoplastic compound with reflectorising Glass beads on Bituminous surface
-
-
-
Km 0/0-1/0
200
-
-
Supply and fixing of KM stone SI No.43 C.
1
-
-
Supply and fixing of HM stone SI No.44 C.
4
-
-
Provision for CIB & Name Board.
1
-
-
Provision for Photos with album.
-
-
-
Road Marker / Road Stud with lens reflector
20
-
-
60cm Equilateral triangle cautionary sign board
4
-
-
Upgradation & Black topping road from Vagaikulam main road to Venkatachalapathy nagar Chandra sekara Perumal Nagar road in Petchikulam Panchayat, Km 0/0-1/0, R.199,Rs.54.88
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-
-
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.
-
-
-
Km - 0/0 - 1/0
189
-
-
Construction of granular sub-base (GSB) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading III.
-
-
-
Km 0/0-1/0
198.45
-
-
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
-
-
-
Km 0/0-1/0
568.58
-
-
Applying Primecoat over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete.
-
-
-
Km 0/0-1/0
3790.5
-
-
Applying Tackcoat over Primed WMM surface at 2.5Kg / 10 sq.m RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete.
-
-
-
Km 0/0-1/0
3790.5
-
-
Bituminous Macadam 50 MM thick including hire and Labour charges etc., complete.
-
-
-
Km 0/0-1/0
189.53
-
-
Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
-
-
-
Km 0/0-1/0
94.76
-
-
Providing and Laying U.S. gravel to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
Km 0/0-1/0
60
-
-
Providing Drainage
-
-
-
Road Marking with Hot Applied Thermoplastic compound with reflectorising Glass beads on Bituminous surface
-
-
-
Supply and fixing of KM stone SI No.43 C.
1
-
-
Supply and fixing of HM stone SI No.44 C.
4
-
-
Provision for CIB & Name Board.
1
-
-
60cm Equilateral triangle cautionary sign board
1
-
-
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
-
-
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