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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 | L1₹54.3 LAccepted-AOC | L1 | Accepted-AOC Less Tender Value | |
| 2 | L2₹55.5 L+₹1.3 L (2.33%)Rejected-Finance 44 621708 | PERAMBALUR | TAMIL NADU | 621708 | L2 | Rejected-Finance High Tender Value |
| Sl No | Description | Qty | Unit | RENGASAMY S L1 | KATHIRAVAN R L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation depositing on bank with initial lead of 0 metre and lift of 2 metre as per SS20A including breaking cods, sectioning ,ramming etc complete as directed by the departmental officers for formation | 672 | Cum | 140 ₹94,080 Lowest | 145 ₹97,440 |
| 2.00 | Picking old metal /BT surface upto 10cm thick as directed by Departmental Officers | 700 | Sqm | 23 ₹16,100 Lowest | 25 ₹17,500 |
| 3.00 | Construction of Subgrade for 300mm depth by using picking material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, Spreading, grading to required slope and compacted to meet requirement | 319.2 | Cum | 241 ₹76,927.2 Lowest | 250 ₹79,800 |
| 4.00 | Shoulder Filling Using Gritty Gravel Collection and supply of Gritty Gravel from approved quarry an average 1KM Mixed with existing earth including cost and conveyance of all materials to site all labour charges etc Km 2/155-2/000 | 13.95 | Cum | 621 ₹8,662.95 Lowest | 630 ₹8,788.5 |
| 5.00 | KM 2/000-1/595 | 36.45 | Cum | 621 ₹22,635.45 Lowest | 630 ₹22,963.5 |
| 6.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 212.8 | Cum | 2,458 ₹5,23,062.4 Lowest | 2,555 ₹5,43,704 |
| 7.00 | 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. | 483 | Cum | 2,551 ₹12,32,133 Lowest | 2,650 ₹12,79,950 |
| 8.00 | 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. | 3,080 | Sqm | 84 ₹2,58,720 Lowest | 85 ₹2,61,800 |
| 9.00 | 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., | 3,080 | Sqm | 20 ₹61,600 Lowest | 21 ₹64,680 |
| 10.00 | Bituminous Macadam (Grade-II) 50mm Thick Using VG30
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 | 154 | Cum | 8,745 ₹13,46,730 Lowest | 8,800 ₹13,55,200 |
Tender Value
Refer Docs
EMD Value
₹55,000
Closing Date
18 Dec 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
BLOCK DEVELOPMENT OFFICE
BLOCK DEVELOPMENT OFFICE PERAMBALUR
Strengthening of the Road from Neduvasal to Kavulpalayam Road
2025_RDTN_629274_1
Lr No 3527/2025/B5 Dt 02.12.2025
Open Tender
Civil Works
Item Wise
180 days
BLOCK DEVELOPMENT OFFICE PERAMBALUR
AS PER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹0
₹55,000
3 Feb 2026
5 Dec 2025
18 Dec 2025
5 Dec 2025
18 Dec 2025
5 Dec 2025
Earth work excavation depositing on bank with initial lead of 0 metre and lift of 2 metre as per SS20A including breaking cods, sectioning ,ramming etc complete as directed by the departmental officers for formation
Picking old metal /BT surface upto 10cm thick as directed by Departmental Officers
Construction of Subgrade for 300mm depth by using picking material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, Spreading, grading to required slope and compacted to meet requirement
Shoulder Filling Using Gritty Gravel Collection and supply of Gritty Gravel from approved quarry an average 1KM Mixed with existing earth including cost and conveyance of all materials to site all labour charges etc Km 2/155-2/000
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401
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 Macadam (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
Providing and laying Bituminious concrete to 25mm 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
Provision for HM Stone
Provision for KM Stone
Road Marking with hot applied thermoplastic compound with reflectorising glass base on bituminouse surface
Provision for Name Board Cum Citizen Board
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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