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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC Least Rate Quoted Bid Accepted |
| 2 | L2₹1.4 Cr+₹2.2 L (1.62%)Rejected-AOC NO 1 PUDHU STREET NAGAPATTINAM TALUK DISTRICT 611001 | NAGAPATTINAM | TAMIL NADU | 611001 | ₹1.4 Cr+₹2.2 L (1.62%) | L2 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| Sl No | Description | Qty | Unit | DHANASEKARAN L1 | DELTA ENGINEERING SERVICE L2 |
|---|---|---|---|---|---|
| 1.0001.Strengthening of Keelaiyur to Esanur Mathakoil Road KM 0/0-1/550 at Keelaiyur in Keeliyur 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. 0/0-1/550 | 369.65 | Cum | 132 ₹48,793.8 Lowest | 140 ₹51,751 |
| 4.00Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | |||||
| 5.00 | in Km. 0/0-1/550 | 1,540.2 | Sq.Mtr | 22 ₹33,884.4 Lowest | 25 ₹38,505 |
| 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. 0/0-1/000 | 450.12 | Cum | 3,837 ₹17,27,110.44 Lowest | 3,900 ₹17,55,468 |
| 8.00 | in Km. 1/0-1/550 | 245.97 | Cum | 3,837 ₹9,43,786.89 Lowest | 3,900 ₹9,59,283 |
| 9.00 | 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. | - | - | - | - |
| 10.00 | in Km. 0/0-1/550 | 4,640.6 | Sq.Mtr | 85 ₹3,94,451 Lowest | 90 ₹4,17,654 |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
3 Sept 2025, 3:00 pmClosed
Project Director, DRDA, Nagapattinam
DRDA, Collectorate Campus, Nagapattinam
01. Strengthening of Keelaiyur to Esanur Mathakoil Road KM 0/0-1/550 at Keelaiyur in Keeliyur block. ,02.Strengthening of Vilunthamavadi Perumakoil to Thambiran kudieruppr road km 0/0 - 1/506 at Vilunthamavadi in Keelaiyur block.
2025_RDTN_594467_1
Nagapattinam Dt/MGSMT-Ph-III/4437/2025-08
Open Tender
Civil Works - Roads
Item Rate
180 days
Collectorate campus Nagapattinam
As per Tender Documents
8 documents required · 8 mandatory
₹0
₹1.4 L
DRDA, Collectorate Campus, Nagapattinam
11 Oct 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
25 Aug 2025
Amount
01.Strengthening of Keelaiyur to Esanur Mathakoil Road KM 0/0-1/550 at Keelaiyur in Keeliyur 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 30MM THICK USING cmp (Grade-II) using waste plastic 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 47.28kgs of VG30/VG40 and 3.02kg of waste plastic 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 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
Construction of Pipe Culvert @CH:82M,594M
Earth work excavation in Hard stiff clay soil except hard rock requiring bleasting such as soft clay mixed sand as per SS 20B
Culvert @CH:82M,594M
Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges
Culvert @CH:82M,594M
C.C. 1:3:6 mix using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour charges etc,complete
Culvert @CH:82M,594M
C.C. 1:3:6 mix using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour charges etc,complete
Culvert @CH:82M,594M
Supply and erecting centering and shuttering with steel materials including all labour charges etc.,complete
Culvert @CH:82M,594M
Providing and laying reinforcement cement pipe NP3 for culverts an first class bedding of granular materilar in single row including fixing collor with cm 1:2 but excluding excation protection works ,back filling concrete and masontry works in head walls and paraperts clause 1106
Culvert @CH:82M,594M
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Culvert @CH:82M,594M
Construction of Pipe Culvert @CH:1011M
Earth work excavation in Hard stiff clay soil except hard rock requiring bleasting such as soft clay mixed sand as per SS 20B
Culvert @CH:1011M
Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges
Culvert @CH:1011M
C.C. 1:3:6 mix using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour charges etc,complete
Culvert @CH:1011M
C.C. 1:3:6 mix using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour charges etc,complete
Culvert @CH:1011M
Supply and erecting centering and shuttering with steel materials including all labour charges etc.,complete
Culvert @CH:1011M
Providing and laying reinforcement cement pipe NP3 for culverts an first class bedding of granular materilar in single row including fixing collor with cm 1:2 but excluding excation protection works ,back filling concrete and masontry works in head walls and paraperts clause 1106
Culvert @CH:1011M
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Culvert @CH:1011M
02.Strengthening of Vilunthamavadi Perumakoil to Thambiran kudieruppr road km 0/0 - 1/506 at Vilunthamavadi in Keelaiyur block.
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.
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 30MM THICK USING cmp (Grade-II) using waste plastic 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 47.28kgs of VG30/VG40 and 3.02kg of waste plastic 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 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
Construction of Pipe Culvert @CH:354,360,921M
Earth work excavation in Hard stiff clay soil except hard rock requiring bleasting such as soft clay mixed sand as per SS 20B
Culvert @CH:354,360,921M
Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges
Culvert @CH:354,360,921M
C.C. 1:3:6 mix using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour charges etc,complete
Culvert @CH:354,360,921M
Supply and erecting centering and shuttering with steel materials including all labour charges etc.,complete
Culvert @CH:354,360,921M
Providing and laying reinforcement cement pipe NP3 for culverts an first class bedding of granular materilar in single row including fixing collor with cm 1:2 but excluding excation protection works ,back filling concrete and masontry works in head walls and paraperts clause 1106
Culvert @CH:354,360,921M
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Culvert @CH:354,360,921M
Construction of Pipe Culvert @CH:1500M
Earth work excavation in Hard stiff clay soil except hard rock requiring bleasting such as soft clay mixed sand as per SS 20B
Culvert @CH:1500M
Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges
Culvert @CH:1500M
C.C. 1:3:6 mix using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour charges etc,complete
Culvert @CH:1500M
Supply and erecting centering and shuttering with steel materials including all labour charges etc.,complete
Culvert @CH:1500M
Providing and laying reinforcement cement pipe NP3 for culverts an first class bedding of granular materilar in single row including fixing collor with cm 1:2 but excluding excation protection works ,back filling concrete and masontry works in head walls and paraperts clause 1106
Culvert @CH:1500M
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Culvert @CH:1500M
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)
DELTA ENGINEERING SERVICE (BID ID -1447663)
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