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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.6 LAccepted-Finance | ₹40.6 L | L1 | Accepted-Finance Quoted Below |
| 2 | L2₹41.3 L+₹77,787.55 (1.92%)Rejected-Finance | ₹41.3 L+₹77,787.55 (1.92%) | L2 | Rejected-Finance Quoted Above |
| Sl No | Description | Qty | Unit | K P D Conttractors L1 | MOHANRAJ V L2 |
|---|---|---|---|---|---|
| 1.00Name of Work:Strengthening to the road from selvanagaram to Burial ground road at selvanagaram H/o Kemmarampalayam panchayat | |||||
| 2.00 | 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. | 768 | Sqm | 6.3 ₹4,838.4 Lowest | 7 ₹5,376 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 806.25 | Sqm | 23.3 ₹18,785.63 Lowest | 25 ₹20,156.25 |
| 4.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B | 129 | Cum | 131.8 ₹17,002.2 Lowest | 140 ₹18,060 |
| 5.00 | 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. | 361.18 | Cum | 2,367 ₹8,54,913.06 Lowest | 2,400 ₹8,66,832 |
| 6.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 2,407.87 | Sqm | 87.4 ₹2,10,447.84 Lowest | 90 ₹2,16,708.3 |
| 7.00 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 2,407.87 | Sqm | 20.5 ₹49,361.34 Lowest | 25 ₹60,196.75 |
| 8.00 | Providing and laying Bituminious concrete which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508. | 60.2 | Cum | 11,305.3 ₹6,80,579.06 Lowest | 11,400 ₹6,86,280 |
| 9.00 | 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 | 95.56 | Cum | 545.9 ₹52,166.2 Lowest | 550 ₹52,558 |
| 10.00 | Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. | 130.8 | Sqm | 890 ₹1,16,412 Lowest | 900 ₹1,17,720 |
Tender Value
₹41.2 L
EMD Value
₹41,200
Closing Date
17 Feb 2026, 3:00 pmClosed
Block Development Officer (BP), Karamadai
Block Development Office, Karamadai
Strengthening to the road from selvanagaram to Burial ground road at selvanagaram H/o Kemmarampalayam panchayat under UGF 2025-26 in Karamadai Block,Coimbatore District
2026_RDTN_656317_1
Roc. No. 912/2025/A2 Dt.11.02.2026
Open Tender
Civil Works
Item Rate
90 days
Karamadai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹41,200
15 Sept 2026
13 Feb 2026
17 Feb 2026
13 Feb 2026
17 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work:Strengthening to the road from selvanagaram to Burial ground road at selvanagaram H/o Kemmarampalayam panchayat | - | - | - | - |
| 2 | 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. | 768 | Sqm | - | - |
| 3 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 806.25 | Sqm | - | - |
| 4 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B | 129 | Cum | - | - |
| 5 | 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. | 361.18 | Cum | - | - |
| 6 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 2,407.87 | Sqm | - | - |
| 7 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 2,407.87 | Sqm | - | - |
| 8 | Providing and laying Bituminious concrete which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508. | 60.2 | Cum | - | - |
| 9 | 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 | 95.56 | Cum | - | - |
| 10 | Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. | 130.8 | Sqm | - | - |
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