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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Least Rate Quoted Bid Accepted |
| 2 | L2₹1.7 CrRejected-AOC NO 11 SATTAIYAPPAR SANNATHI NAGAPATTINAM 611 001 | NAGAPATTINAM | TAMIL NADU | 611001 | ₹1.7 Cr | L2 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| Sl No | Description | Qty | Unit | UDHAYAM CONSTRUCTIONS L2 | S.Saravanan L1 |
|---|---|---|---|---|---|
| 1.00Strengthening of Thiruchengattangudi to Puthukadai Road KM 0/0 – 1/660 in Thiruchenkattangudi Panchayat | |||||
| 2.00Clearing 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. | |||||
| 3.00 | in Km 0/0-1/660 | 1,918.92 | Sq.Mtr | 6 ₹11,513.52 | 6 ₹11,513.52 |
| 4.00Earthwork 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. | |||||
| 5.00 | in Km 0/0-1/660 | 959.46 | cum | 142 ₹1.4 L | 140 ₹1.3 L |
| 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 0/0-1/0 | 283.98 | Cum | 3,986 ₹11.3 L | 3,946 ₹11.2 L |
| 8.00 | in Km 1/0-2/0 | 198 | Cum | 3,986 ₹7.9 L | 3,946 ₹7.8 L |
| 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 0/0-1/660 | 4,819.8 | Sq.Mtr | 86 ₹4.1 L | 85 ₹4.1 L |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
21 Jan 2026, 3:00 pmClosed
Project Director, DRDA, Nagapattinam
DRDA, Collectorate Campus, Nagapattinam
01.Strengthening of Thiruchengattangudi to Puthukadai Road KM 0/0-1/660 in Thiruchenkattangudi Panchayat at Thirumarugal Block 02.Strengthening of Kattaladi Main RoadKM 0/0-1/0 in Thirumarugal Panchayat at Thirumarugal Block
2026_RDTN_642694_1
Nagapattinam Dt/savings fund/2026/2025-03
Open Tender
Civil Works - Roads
270 days
Collectoracte campus Nagapattinam
As per Tender Documents
8 documents required · 8 mandatory
₹0
₹1.8 L
23 Feb 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
Strengthening of Thiruchengattangudi to Puthukadai Road KM 0/0 – 1/660 in Thiruchenkattangudi 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.
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.
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 BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat
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 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
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m
Provision for Kilometre Stones Size 1.65m x 0.45m x 0.15m
Provision for Sign Board
Construction of 1.5m RCC Slab Culvert@ 420,710,1370 & 1480 M
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead and lift including all labour charges and incidental charges such as shoring strutting providing coffer dams baling out water and other item which may be necessary or convenient to the successful completion of the excavation to the bottom of foundation and of back filling in a compacted condition a quantity of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc. complete for foundation as per standard specification for Retaining wall and pipe culverts as per SS20B
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Collection and supply of sand and filling including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete,
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Cement concrete 1:4:8 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Below Sill
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Cement concrete 1:2:4 mix using 20mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Above Sill
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Reinforced Cement Concrete 1:1 1/2:3 mix using graded ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for concrete for deck slab concrete @ C.D. works
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Supplying and fabrication to steel Fe 415 (Tor. Steel) required for reinforced cement concrete work including cost and conveyance of steel to work spot handling charges for the rods straightening cutting bending, tying grills using binding wire (No welding should be done to steel item) hoisting placing positioning binding wire, provision of space hard cover blocks necessary stays and supporting devices including labour materials hire charges for all tools and plants employed and all other incidental charges, etc. complete as per standard specification for C.D. works @ Km
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Below sill
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Above sill
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Providing and fixing 20mm bitumen felt for expansan joint Bettween Dirtwall @ Deck Slab
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Providing and fixingTar Paper for bearing between Bed Block & Deck Slab
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Providing Weepholes 100 mm dia Ac pipe extending through the full widh of the structures with slope of 1(v):20(H) towards drawing face complete…
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Culvert @ Ch. 1/370
Culvert @ Ch. 1/480
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for Filling
Culvert @ Ch. 0/420
Culvert @ Ch. 0/710
Construction of Retaining Wall CH: 1/150-1/195
Earth work excavation and depositing on banks with initial lead and lift in hard stiff clay , stiff block cotton soil hard earth, shales, narrows etc. as per SS 20B.
Collection and supply of sand and filling including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete,
Cement concrete 1:4:8 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.
Supply and erecting of steel centering and shuttering including cost and conveyance of all materials and all labour charges etc., complete. complete.
Providing and fixing 200mm thick compressible fibre board in expansion joint
Provision for Weephole Pipes etc Complete
Construction of Pipe culvert ch@ 1340 M
Earth work excavation and depositing on banks with initial lead and lift in hard stiff clay , stiff block cotton soil hard earth, shales, narrows etc. as per SS 20B.
Collection and supply of sand and filling including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete,
Cement concrete 1:4:8 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.
Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.
Supply and erecting of steel centering and shuttering including cost and conveyance of all materials and all labour charges etc., complete. complete.
Provision for Rcc pipe including various chsrges etc….
Strengthening of Kattaladi Main RoadKM 0/0 – 1/0 in Thirumarugal Panchayat at Thirumarugal 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.
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A
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 BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat
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
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m
Provision for Kilometre 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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