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 Date28 Jun 2024
Closing Date24 Jul 2024
Tender Amount₹ 1,65,56,000
Costs
EMD
₹ 1,65,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_458183_1Bid Award Id
ViewTender No
No.1685/2024/A11 Date. 24.06.2024 20Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Picking old metalled/BT surface upto 10cm thick as directed by the 3 departmental officers
-
-
-
KM 0/0 - 0/580
721.37
-
-
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring. strutting, providing coffer dams, bailing out of water and other item 4 which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.
-
-
-
KM 0/0 - 0/580
415.51
-
-
Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course
-
-
-
KM 0/0 - 0/580
77.91
-
-
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 - 0/580
209.58
-
-
Applying tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
-
-
-
KM 0/0 - 0/580
1676.62
-
-
Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of RS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.
-
-
-
KM 0/0 - 0/580
1687.5
-
-
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.3kgs of VG30/VG40 bitumen including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all
-
-
-
KM 0/0 - 0/580
42.19
-
-
Provision for CC Pavement @ Ch:0/450-0/580
-
-
-
Earthwork excavation in hard soil with intral lead and liftr as per SS 20B for foundation
15.6
-
-
CC 1:4:8 mix using 40 mm HBH metal incluiding cost and 2 conveyance of all materals and all labour charges etc. complete.
49.4
-
-
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.29m. Height for plain surfaces including strutting etc.completed.,
123.5
-
-
Cement concrete 1:3:6 mix using 20 mm ISS metal including cost and conveyance of all materials to site and all labour charges etc completd.
10.4
-
-
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 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
35.1
-
-
Providing Bitumenious pad 12mm thick
7.83
-
-
Road Marking with Hot applied Thermoplastic compound with reflectorising glass beads on Bituminous surface
90
-
-
60cm equilator triangular Cautionary sign Board
1
-
-
Provision for Hectametre Stones
2
-
-
Provision for Citizen Information board cum Name Board
1
-
-
Road - II : Strengthening of Sanipoondi Anna Nagar Road KM 0/0 - 1/02 R121
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material 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 thickness as per technical specification clause 201. etc. comp.
-
-
-
KM 0/0 - 1/020
918
-
-
Picking old metalled/BT surface upto 10cm thick as directed by the 3 departmental officers
-
-
-
KM 0/0 - 1/020
1275
-
-
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring. strutting, providing coffer dams, bailing out of water and other item 4 which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.
-
-
-
KM 0/0 - 1/020
734.4
-
-
Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course
-
-
-
KM 0/0 - 1/020
180
-
-
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 - 1/020
578.44
-
-
Applying tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
-
-
-
KM 0/0 - 1/020
3856.25
-
-
Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of RS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.
-
-
-
KM 0/0 - 1/020
3856.25
-
-
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.3kgs of VG30/VG40 bitumen including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all
-
-
-
KM 0/0 - 1/020
96.41
-
-
Road Marking with Hot applied Thermoplastic compound with reflectorising glass beads on Bituminous surface
204
-
-
60cm equilator triangular Cautionary sign Board
3
-
-
Provision for Hectametre Stones
4
-
-
Provision for Kilometer Stones
1
-
-
Provision for Citizen Information board cum Name Board
1
-
-
Road - III : Strengthening of Na. Gengupattu Limit Thalavakulam KM 0/0 - 1/440 R93
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material 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 thickness as per technical specification clause 201. etc. comp.
-
-
-
KM 0/0 - 1/440
1714.08
-
-
Picking old metalled/BT surface upto 10cm thick as directed by the 3 departmental officers
-
-
-
KM 0/0 - 1/440
1428.4
-
-
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring. strutting, providing coffer dams, bailing out of water and other item 4 which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.
-
-
-
KM 0/0 - 1/440
771.32
-
-
Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course
-
-
-
KM 0/0 - 1/0
133.83
-
-
KM 1/0 - 1/440
59.01
-
-
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 - 1/440
642.76
-
-
Applying tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
-
-
-
KM 0/0 - 1/440
4285.2
-
-
Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of RS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.
-
-
-
KM 0/0 - 1/440
4320
-
-
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.3kgs of VG30/VG40 bitumen including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all
-
-
-
KM 0/0 - 1/440
108
-
-
60cm equilator triangular Cautionary sign Board
2
-
-
Provision for Hectametre Stones
6
-
-
Provision for Kilometer Stones
1
-
-
Provision for Citizen Information board cum Name Board
1
-
-
Road - IV : Strengthening of Nadupattu to Sellikal Medu Road Km 0/0 - 1/410 R107
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material 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 thickness as per technical specification clause 201. etc. comp.
-
-
-
KM 0/0 - 1/410
1671.12
-
-
Picking old metalled/BT surface upto 10cm thick as directed by the 3 departmental officers
-
-
-
KM 0/0 - 1/410
1740.74
-
-
collection and supply of carted earth from approved quarry an average lead 10km including cost and conveyance of all materials to site anf labour charges etc.
-
-
-
KM 0/0 - 1/410
501.36
-
-
Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course
-
-
-
KM 0/0 - 1/0
132.66
-
-
KM 1/0 - 1/410
55.35
-
-
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 - 1/410
652.78
-
-
Applying tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
-
-
-
KM 0/0 - 1/410
5222.22
-
-
Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of RS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.
-
-
-
KM 0/0 - 1/410
5287.5
-
-
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.3kgs of VG30/VG40 bitumen including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all
-
-
-
KM 0/0 - 1/410
132.19
-
-
Road Marking with Hot applied Thermoplastic compound with reflectorising glass beads on Bituminous surface
282
-
-
60cm equilator triangular Cautionary sign Board
2
-
-
Provision for Hectametre Stones
6
-
-
Provision for Kilometer Stones
1
-
-
Provision for Citizen Information board cum Name Board
1
-
-
Road - V : Strengthening of Udhayasuriyapuram Road Km 0/0 - 1/22 using plastic waste R200
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material 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 thickness as per technical specification clause 201. etc. comp.
-
-
-
KM 0/370 - 1/220
765
-
-
Picking old metalled/BT surface upto 10cm thick as directed by the 3 departmental officers
-
-
-
KM 0/370 - 1/220
310
-
-
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring. strutting, providing coffer dams, bailing out of water and other item 4 which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.
-
-
-
KM 0/370 - 1/220
612
-
-
Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course
-
-
-
KM 0/370 - 1/0
55.8
-
-
KM 1/0 - 1/220
57.6
-
-
Construction of Granular Sub-base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65%,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix-in place method)
-
-
-
KM 0/370 - 1/0
92.4
-
-
KM 1/0 - 1/220
66
-
-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
-
-
-
KM 0/370 - 1/220
387.9
-
-
Applying tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
-
-
-
KM 0/370 - 1/220
2586
-
-
Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of RS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.
-
-
-
KM 0/370 - 1/220
2586
-
-
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.3kgs of VG30/VG40 bitumen including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all
-
-
-
KM 0/370 - 1/220
64.65
-
-
Provision for CC Pavement @ Ch:0/0 - 0/200 & 0/300 - 0/370
-
-
-
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.29m. Height for plain surfaces including strutting etc.completed.,
54
-
-
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 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
89.1
-
-
Providing Bitumenious pad 12mm thick
19.8
-
-
60cm equilator triangular Cautionary sign Board
1
-
-
Provision for Hectametre Stones
6
-
-
Provision for Kilometer Stones
1
-
-
Provision for Citizen Information board cum Name 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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