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 Date7 Aug 2024
Closing Date20 Aug 2024
Tender Amount₹ 1,09,04,000
Costs
EMD
₹ 1,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_470932_1Bid Award Id
ViewTender No
Retender_MGSMT_Pack_4_KkoilTender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Picking the Existing Worn out BT Surface including all charges etc., complete.
687.5
-
-
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
Km. 0/0 - 1/0
66
-
-
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 (WMM).
-
-
-
Km. 0/0 - 1/0
261.72
-
-
Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity
-
-
-
Km. 0/0 - 1/0
2093.75
-
-
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 Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).
-
-
-
Km. 0/0 - 1/0
2093.75
-
-
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
52.34
-
-
Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
110
-
-
Provision for Name Board
1
-
-
Provision for cautionary Sign Board
1
-
-
Provision for Mandatory Sign Baoard
2
-
-
Provision for HM Stone
2
-
-
Name of Work : Strenthening The Road From Kaliammankoil to Vittaneri 0/0 - 0/8 ( R -281)
-
-
-
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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)
762
-
-
Earthwork excavation and depositing on bank with initial lead of 10 m and lift of 2.0 m in hard gravel soil including cost and conveyance of all labour charges etc., complete as per SS 20 A
342.9
-
-
Picking the Existing Worn out BT Surface including all charges etc., complete.
793.75
-
-
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
Km. 0/0 - 0/650
78
-
-
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 (WMM).
-
-
-
Km. 0/0 - 0/650
301.56
-
-
Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity
-
-
-
Km. 0/0 - 0/650
2412.5
-
-
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 Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).
-
-
-
Km. 0/0 - 0/650
2412.5
-
-
Providing and laying Bituminious concrete to 30mm 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 - 0/650
60.31
-
-
Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
126
-
-
Provision for Name Board
1
-
-
Provision for cautionary Sign Board
2
-
-
Provision for Mandatory Sign Baoard
2
-
-
Provision for HM Stone
3
-
-
Supplying and erecting shuttering for CC Works including cost and conveyance of all materials to site etc., complete.
3
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an
11.25
-
-
Name of Work :Strengthening the Road from Thanjavur-sayalkudi road to Manthali km 0/0-0/850 (R-109)
-
-
-
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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)
1020
-
-
Earthwork excavation and depositing on bank with initial lead of 10 m and lift of 2.0 m in hard gravel soil including cost and conveyance of all labour charges etc., complete as per SS 20 A
459
-
-
Picking the Existing Worn out BT Surface including all charges etc., complete.
1062.5
-
-
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
Km. 0/0 - 1/0
102
-
-
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 (WMM).
-
-
-
Km. 0/0 - 1/0
402.34
-
-
Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity
-
-
-
Km. 0/0 - 1/0
3218.75
-
-
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 Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).
-
-
-
Km. 0/0 - 1/0
3218.75
-
-
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
80.47
-
-
Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
170
-
-
Provision for Name Board
1
-
-
Provision for cautionary Sign Board
2
-
-
Provision for Mandatory Sign Baoard
2
-
-
Provision for HM Stone
4
-
-
Name of Work :Strengthening the Road from Thanjavoor Sayalkudi road to Silayaoorani road KM 0/0 - 1/0 (R-115)
-
-
-
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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)
1200
-
-
Earthwork excavation and depositing on bank with initial lead of 10 m and lift of 2.0 m in hard gravel soil including cost and conveyance of all labour charges etc., complete as per SS 20 A
540
-
-
Picking the Existing Worn out BT Surface including all charges etc., complete.
1250
-
-
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
-
-
-
Km. 0/0 - 1/0
120
-
-
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 (WMM).
-
-
-
Km. 0/0 - 1/0
472.66
-
-
Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity
-
-
-
Km. 0/0 - 1/0
3781.25
-
-
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 Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).
-
-
-
Km. 0/0 - 1/0
3781.25
-
-
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
94.53
-
-
Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
200
-
-
Provision for Name Board
1
-
-
Provision for cautionary Sign Board
2
-
-
Provision for Mandatory Sign Baoard
2
-
-
Provision for KM Stone
1
-
-
Provision for HM Stone
4
-
-
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
1
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