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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Least Rate Quoted Bid Accepted |
| 2 | L2₹1.4 CrRejected-AOC 609 702 | NAGAPATTINAM | TAMIL NADU | 609702 | ₹1.4 Cr | L2 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| Sl No | Description | Qty | Unit | JEEVE CONSTRUCTION L2 | M.Mahakumar L1 |
|---|---|---|---|---|---|
| 1.0001. Strengthening of Prathabaramapuram to Vettaikaraniruppu Road KM 10/807 –12/067 at Keelaiyur Block. | |||||
| 2.00Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305. | |||||
| 3.00 | in Km. 10/807-12/067 | 453.6 | Cum | 142 ₹64,411.20 | 140 ₹63,504 |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | - | - | - | - |
| 5.00 | in Km. 10/807-12/067 | 1,575 | Sq.Mtr | 24 ₹37,800 | 22 ₹34,650 |
| 6.00 | 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. | - | - | - | - |
| 7.00 | in Km. 10/807-11/000 | 105.38 | Cum | 3,868 ₹4.1 L | 3,828 ₹4.0 L |
| 8.00 | in Km. 11/0-12/0 | 562.5 | Cum | 3,868 ₹21.8 L | 3,828 ₹21.5 L |
| 9.00 | in Km. 12/0-12/067 | 13.38 | Cum | 3,868 ₹51,753.84 | 3,828 ₹51,218.64 |
| 10.00 | 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. | - | - | - | - |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
7 Jan 2026, 3:00 pmClosed
Project Director, DRDA, Nagapattinam
Collectorate campus Nagapattinam
01.Strengthening of Prathabaramapuram to Vettaikaraniruppu Road KM 10/807-12/067 at Keelaiyur Block. 02.Strengthening of Prathabaramapuram Thatcher Theru Road KM 0/0 -1/140 in Prathabaramapuram Panchayat at Keelaiyur Block.
2025_RDTN_635356_1
Nagapattinam Dt/savings fund/6746/2025-01
Open Tender
Civil Works - Roads
180 days
Collectorate campus Nagapattinam
As per Tender Documents
8 documents required · 8 mandatory
₹0
₹1.4 L
Collectorate campus Nagapattinam
23 Feb 2026
23 Dec 2025
7 Jan 2026
23 Dec 2025
7 Jan 2026
23 Dec 2025
30 Dec 2025
01. Strengthening of Prathabaramapuram to Vettaikaraniruppu Road KM 10/807 –12/067 at Keelaiyur Block.
Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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
Providing and laying Bituminous Mecadam to 50 mm 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 47.28kgs of VG30 bitumen and 3.02Kgs for premixing per 10sqm 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 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as
BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm 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 50.30kgs of VG30 bitumen for premixing per 10sqm 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 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Providing and laying gravel including cost and conveyance of gravel from approved sources to worksite and stocking on road side to departmental metric gauge for premeasurement as directed including labour for spreading and compacting etc., complete as per MORD specifications
Provision for HM Stones Size 0.90m x 0.15m x 0.15m
Provision for KM Stones Size 1.65m x 0.45m x 0.15m
Provision for Sign Board
02.Strengthening of PrathabaramapuramThatcher Theru Road KM 0/0 – 1/140 in Prathabaramapuram Panchayat at Keelaiyur Block.
Earthwork excavating & depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum, gravel, stoney earth and earth mixed with small size boulders SS 20 A including laying and spreading in layers of 250 mm loose thick each , sectioning , watering and compacting etc, complete as per MOST 301 - 305.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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
BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm 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 50.30kgs of VG30 bitumen for premixing per 10sqm 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 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Providing and laying gravel including cost and conveyance of gravel from approved sources to worksite and stocking on road side to departmental metric gauge for premeasurement as directed including labour for spreading and compacting etc., complete as per MORD specifications
Provision for HM Stones Size 0.90m x 0.15m x 0.15m
Provision for KM Stones Size 1.65m x 0.45m x 0.15m
Provision for Sign Board
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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