Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-AOC 54 PON NAGAR ARAVAKURICHI KARUR | ARAVAKURICHI | KARUR | TAMIL NADU | L1 | Accepted-AOC Accepted | |
| 2 | L2₹21.0 L+₹5,353.56 (0.26%)Rejected-AOC | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SELVAKUMAR CONSTRUCTIONS L1 | Bharathi Construction L2 |
|---|---|---|---|---|---|
| 1.00Name of Work : Upgradation of the from Thadakovil - Venjamangudalore road to Kokkatipatti Crusher road via (IWSC Building) Km 0/0-0/270 | |||||
| 2.00 | Clearing the scrub jungle including all labour charges for burying and burning etc., | 324 | Cum | 6 ₹1,944 Lowest | 8 ₹2,592 |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for cutting side drain etc., | 93.6 | Cum | 141 ₹13,197.6 Lowest | 145 ₹13,572 |
| 4.00 | Collection and supply of gritty gravel friom Appoved quarry inculding all Labour For Spreading and compaction with power roller etc.,completed for Sholders | 46.8 | Cum | 341 ₹15,958.8 Lowest | 342 ₹16,005.6 |
| 5.00 | Construction of Granular Sub Base by providing well graded material (25mm to 4.75mm IRC HBG metal @ 65%, 4.75 to 2.36mm IRC HBG metal etc., | 162.41 | Cum | 2,859 ₹4,64,330.19 Lowest | 2,860 ₹4,64,492.6 |
| 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 layers250mm 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., | 150.93 | Sqm | 2,929 ₹4,42,073.97 Lowest | 2,930 ₹4,42,224.9 |
| 7.00 | 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. | 1,006.25 | Sqm | 88 ₹88,550 Lowest | 90 ₹90,562.5 |
| 8.00 | Providing and laying Tack coat using 2.5Kg of bitumen emulsion RS-1 for 10sqm for 4 preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 1,006.25 | Sqm | 20 ₹20,125 Lowest | 20 ₹20,125 Lowest |
| 9.00 | 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 | 25.16 | Sqm | 12,110 ₹3,04,687.6 Lowest | 12,115 ₹3,04,813.4 |
| 10.00Provision for Km stone And Hm Stone | |||||
Tender Value
₹22 L
EMD Value
₹22,000
Closing Date
23 Feb 2026, 3:00 pmClosed
Block Development Officer(V.P)
Block Development Office, Aravakurichi Block
Upgradation of the from Thadakovil - Venjamangudalore road to Kokkatipatti Crusher road via (IWSC Building) Km 0/0-0/270
2026_RDTN_659239_1
A1/35/2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Aravakurichi Block
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹22,000
Yes
3 Oct 2026
17 Feb 2026
23 Feb 2026
17 Feb 2026
23 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work : Upgradation of the from Thadakovil - Venjamangudalore road to Kokkatipatti Crusher road via (IWSC Building) Km 0/0-0/270 | - | - | - | - |
| 2 | Clearing the scrub jungle including all labour charges for burying and burning etc., | 324 | Cum | - | - |
| 3 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for cutting side drain etc., | 93.6 | Cum | - | - |
| 4 | Collection and supply of gritty gravel friom Appoved quarry inculding all Labour For Spreading and compaction with power roller etc.,completed for Sholders | 46.8 | Cum | - | - |
| 5 | Construction of Granular Sub Base by providing well graded material (25mm to 4.75mm IRC HBG metal @ 65%, 4.75 to 2.36mm IRC HBG metal etc., | 162.41 | Cum | - | - |
| 6 | 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 layers250mm 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., | 150.93 | Sqm | - | - |
| 7 | 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. | 1,006.25 | Sqm | - | - |
| 8 | Providing and laying Tack coat using 2.5Kg of bitumen emulsion RS-1 for 10sqm for 4 preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 1,006.25 | Sqm | - | - |
| 9 | 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 | 25.16 | Sqm | - | - |
| 10 | Provision for Km stone And Hm Stone | - | - | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.29 MB
BOQ_790917.xls
BOQ • 0.29 MB
Techpricebid.pdf
Tender Documents • 0.93 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .