Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.1 LAccepted-Finance | ₹25.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹25.4 L+₹29,459.06 (1.17%)Rejected-Finance | ₹25.4 L+₹29,459.06 (1.17%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ARAV INFRA H2 | G Jayalakshmi H1 |
|---|---|---|---|---|---|
| 1.00Strengthening the road from Thinnanur-Valappur Road to Veeraganurpatti Km 0/0 -0/650 H/o.Selurnadu [R-69] | |||||
| 2.00 | Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. | 624 | Sqm | 8 ₹4,992 Lowest | 9 ₹5,616 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 815 | Sqm | 32 ₹26,080 Lowest | 33 ₹26,895 |
| 4.00 | 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 | 58.5 | Cum | 376 ₹21,996 Lowest | 379 ₹22,171.5 |
| 5.00Providing 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. | |||||
| 6.00 | WMM | 367.09 | Cum | 3,343 ₹12,27,181.87 Lowest | 3,349 ₹12,29,384.41 |
| 7.00 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 2,447.25 | Sqm | 105 ₹2,56,961.25 Lowest | 109 ₹2,66,750.25 |
| 8.00 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 2,447.25 | Sqm | 22 ₹53,839.5 Lowest | 28 ₹68,523 |
| 9.00BITUMINOUS 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 | |||||
| 10.00 | BC | 61.19 | Sqm | 12,980 ₹7,94,246.2 Lowest | 12,988 ₹7,94,735.72 |
Tender Value
Refer Docs
EMD Value
₹30,370
Closing Date
24 Feb 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER (VP)
Kollihills Block Union Office
strengthening the road from Thinnanur Valappur Road to Veeraganurpatti Km 0 to 650 H o Selurnadu R69
2026_RDTN_659710_2
3116/2025/T3
Open Tender
Civil Works
Item Rate
120 days
Kollihills Block Union Office
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹30,370
Kollihills Block Union Office
22 Aug 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening the road from Thinnanur-Valappur Road to Veeraganurpatti Km 0/0 -0/650 H/o.Selurnadu [R-69] | - | - | - | - |
| 2 | Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. | 624 | Sqm | - | - |
| - | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 815 | Sqm | - | - |
| - | 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 | 58.5 | Cum | - | - |
| - | 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. | - | - | - | - |
| - | WMM | 367.09 | Cum | - | - |
| - | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 2,447.25 | Sqm | - | - |
| - | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 2,447.25 | Sqm | - | - |
| - | 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 | - | - | - | - |
| - | BC | 61.19 | Sqm | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.39 MB
3037000BIT.pdf
Tender Documents • 2.23 MB
BOQ_791586.xls
BOQ • 0.33 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 .