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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹99.4 LAccepted-AOC | 1 | Accepted-AOC L1 Accepted | |
| 2 | 2₹1.0 Cr+₹2.3 L (2.31%)Rejected-Finance | 2 | Rejected-Finance L2 Rejected | |
| 3 | 3₹1.0 Cr+₹2.6 L (2.66%)Rejected-Finance 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | TIRUCHIRAPPALLI | TAMIL NADU | 621308 | 3 | Rejected-Finance L3 Rejected | |
| 4 | 4₹1.0 Cr+₹5.3 L (5.32%)Rejected-Finance | 4 | Rejected-Finance L4 Rejected | |
| 5 | 5₹1.1 Cr+₹7.0 L (7.04%)Rejected-Finance | 5 | Rejected-Finance L5 Rejected |
| Sl No | Description | Qty | Unit | M JAYARAJ L4 | kannan L3 | VM. KALIDHAS L1 | RAMASAMY RADHAKRISHNAN L5 | S. YOGAMBAL L2 | SRI PERIYASAMY CONSTRUCTIONS L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.10Upgradation / Strengthening of 3 No.of roads | |||||||||
| 1.20Strengthening of the road to Kasiyarmadam to Amaradakki Mariyammankovil road Km 0/0-2/170 in Amaradakki Panchayat | |||||||||
| 1.30Scarifying 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. | |||||||||
| 1.40 | KM 0/00-1/000 | 1,000 | Sqm | 21.21 ₹21,210 | 20 ₹20,000 Lowest | 20.43 ₹20,430 | 21 ₹21,000 | 20 ₹20,000 Lowest | 23.25 ₹23,250 |
| 1.50 | KM 1/000-2/000 | 1,000 | Sqm | 21.21 ₹21,210 | 20 ₹20,000 Lowest | 20.43 ₹20,430 | 21 ₹21,000 | 20 ₹20,000 Lowest | 23.25 ₹23,250 |
| 1.60 | KM 2/000-2/170 | 170 | Sqm | 21.21 ₹3,605.7 | 20 ₹3,400 Lowest | 20.43 ₹3,473.1 | 21 ₹3,570 | 20 ₹3,400 Lowest | 23.25 ₹3,952.5 |
| 1.70Construction 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. | |||||||||
| 1.80 | KM 0/00-1/000 | 360 | Cum | 127.53 ₹45,910.8 | 123 ₹44,280 | 122.82 ₹44,215.2 | 135 ₹48,600 | 100 ₹36,000 Lowest | 574.69 ₹2,06,888.4 |
| 1.90 | KM 1/000-2/000 | 360 | Sqm | 127.53 ₹45,910.8 | 123 ₹44,280 | 122.82 ₹44,215.2 | 135 ₹48,600 | 100 ₹36,000 Lowest | 574.69 ₹2,06,888.4 |
| 2.00 | KM 2/000-2/170 | 61.2 | Sqm | 127.53 ₹7,804.84 | 123 ₹7,527.6 | 122.82 ₹7,516.58 | 135 ₹8,262 | 100 ₹6,120 Lowest | 574.69 ₹35,171.03 |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
3 Sept 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
JOINT DIRECTOR/PROJECT DIRECTOR
DRDA PUDUKKOTTAI
Package No. 09 Upgradation / Strengthening of 3 No.of roads Under MGSMT-2025-26 (Phase-III) in AVUDAYARKOIL Panchayat Union, Pudukkottai District
2025_RDTN_594202_1
PDKT/25-26/MGSMT-III/AVK-09
Open Tender
Civil Works - Roads
Item Rate
180 days
AVUDAIYARKOVIL
Please Refer Tender Document
4 documents required · 4 mandatory
₹0
₹1.3 L
DRDA PUDUKKOTTAI
17 Oct 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
29 Aug 2025
Amount
Upgradation / Strengthening of 3 No.of roads
Strengthening of the road to Kasiyarmadam to Amaradakki Mariyammankovil road Km 0/0-2/170 in Amaradakki 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 60 cm Equilateral triangle cautionary signboard
Provision for RCC pipe culvert 100m
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
FILLING WITH GOOD RIVER SAND including cost and conveyance of sand to work site including all labour charges for filling etc complete
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 40mm 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 etc., complete.
Cost & Supply of RCC Pipe 900mm dia (NP3)
Supplying and filling course gravel including cost and conveyance of gravel at site and all labour charges for filling ect., complete.
Strengthening of the road Amaradakki- Sountharanayagipuram road Km 0/0-/350 in Amaradakki 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
Strengthening of the road to Sanikadu to Mamandai road Km 0/0-1/450 in Kundagavayal Panchayat
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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.
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 60 cm 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)
S. YOGAMBAL (BID ID -1447044)
kannan (BID ID -1448606)
M JAYARAJ (BID ID -1448523)
RAMASAMY RADHAKRISHNAN (BID ID -1448223)
SRI PERIYASAMY CONSTRUCTIONS (BID ID -1446874)
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