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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.0 LAccepted-AOC | ₹59.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹59.5 L+₹42,193.49 (0.71%)Rejected-Finance KAVETTIPATTY NAMAKKAL | NAMAKKAL | NAMAKKAL | TAMIL NADU | ₹59.5 L+₹42,193.49 (0.71%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | KSR CONSTRUCTION H2 | K.Shanmugam H1 |
|---|---|---|---|---|---|
| 1.00Strengthening the road from Nariyankadu to Ekkampalli Road KM 0/0 - 1/500 [R-47] H/o.Chitturnadu | |||||
| 2.00 | Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. | 1,800 | Sqm | 8 ₹14,400 Lowest | 9 ₹16,200 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,875 | Sqm | 31 ₹58,125 Lowest | 33 ₹61,875 |
| 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 | 112.5 | Cum | 376 ₹42,300 Lowest | 376 ₹42,300 Lowest |
| 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 | Km 0/0 -1/0 | 468.75 | Cum | 3,541 ₹16,59,843.75 Lowest | 3,542 ₹16,60,312.5 |
| 7.00 | Km 1/0-1/500 | 234.38 | Cum | 3,541 ₹8,29,939.58 Lowest | 3,542 ₹8,30,173.96 |
| 8.00 | 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. | 5,625 | Sqm | 105 ₹5,90,625 Lowest | 108 ₹6,07,500 |
| 9.00 | 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. | 5,625 | Sqm | 22 ₹1,23,750 Lowest | 25 ₹1,40,625 |
| 10.00BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm 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 50.30kgs of VG30 bitumen 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 per clause 507 of MORTH Rev-5 | |||||
Tender Value
Refer Docs
EMD Value
₹71,200
Closing Date
24 Feb 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER (VP)
Kollihills Block Union Office
strengthening the road from Nariyankadu to Ekkampalli Road KM 0-0 - 1-500 R-47 H o.Chitturnadu
2026_RDTN_659710_5
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
₹71,200
Kollihills Block Union Office
25 Jul 2026
18 Feb 2026
24 Feb 2026
18 Feb 2026
24 Feb 2026
18 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening the road from Nariyankadu to Ekkampalli Road KM 0/0 - 1/500 [R-47] H/o.Chitturnadu | - | - | - | - |
| 2 | Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. | 1,800 | Sqm | - | - |
| - | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,875 | 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 | 112.5 | 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. | - | - | - | - |
| - | Km 0/0 -1/0 | 468.75 | Cum | - | - |
| - | Km 1/0-1/500 | 234.38 | 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. | 5,625 | 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. | 5,625 | Sqm | - | - |
| - | BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm 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 50.30kgs of VG30 bitumen 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 per clause 507 of MORTH Rev-5 | - | - | - | - |
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