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Tender ID
Tender Value
₹81.9 L
EMD Value
₹82,000
Closing Date
2 Mar 2026, 3:00 pmClosed
JOINT DIRECTOR/PROJECT DIRECTOR
DRDA PUDUKKOTTAI
Package No. 01 - Upgradation / Strengthening of 2 No.of roads, Avudaiyarkoil Panchayat Union in Pudukkottai District under MGSMT-2025-26 ADDITIONAL
2026_RDTN_662882_1
PDK/MGSMTAddl/AVKL/01
Open Tender
Civil Works - Roads
Item Rate
180 days
Avudaiyarkoil
Pl refer tender document
4 documents required · 4 mandatory
₹0
₹82,000
DRDA PUDUKKOTTAI
2 Jun 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
24 Feb 2026
Upgradation / Strengthening of 2 No.of roads
Strengthening of the road to Magilankottai road Km 0/0-0/920 in Veeramangalam panchayat
Scarifying Existing Wornout BT Surface to a Depth of 50 mm by Mechanical Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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
Providing and laying gravel for side berms 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
Provision for Hectameterstone
Provision for 60cm Equilateral triangle cautionary signboard
Provision for RCC pipe culvert 170m
Earth work excavation in all clauses of soil such as hard stiff clay, hard gravelly soil as per SS 20 B for foundation.
Filling with M sand including cost and conveyance of sand to work site including all labour charges for filling etc complete - rate for 1 cu.m
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Cement Concrete 1:3:6 mix using 20mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cost & Supply of RCC Pipe 900mm dia (NP3)
supplying and filling of course gravel including cost and conveyance to road site and stacking to departmental gauge for premeasurement etc.,complete
Provision for RCC pipe culvert 850m
Earth work excavation in all clauses of soil such as hard stiff clay, hard gravelly soil as per SS 20 B for foundation.
Filling with M sand including cost and conveyance of sand to work site including all labour charges for filling etc complete - rate for 1 cu.m
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Cement Concrete 1:3:6 mix using 20mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cost & Supply of RCC Pipe 900mm dia (NP3)
supplying and filling of course gravel including cost and conveyance to road site and stacking to departmental gauge for premeasurement etc.,complete
Strengthening of the road to Alathur Therukku Kudieruppu Road Km 0/0-1/080 in Mimisal Panchayat
Scarifying Existing Wornout BT Surface to a Depth of 50 mm by Mechanical Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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
Providing and laying gravel for side berms 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
Provision for Hectameterstone
Provision for Kilometerstone
Provision for 60cm Equilateral triangle cautionary signboard
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)
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