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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.1 LAccepted-AOC | ₹39.1 L | 1 | Accepted-AOC Lowest amount quated |
| 2 | 2₹39.5 L+₹48,916 (1.25%)Rejected-AOC | ₹39.5 L+₹48,916 (1.25%) | 2 | Rejected-AOC highest amount quated |
| Sl No | Description | Qty | Unit | Manimaran L2 | S.Balasubramaniam L1 |
|---|---|---|---|---|---|
| 1.00Name of Work:1Strengthening of road From Arasampalayam old panchayat office to Kinathukadavu -karacheri road via panchayat secretariat building Km 0/0-0/730 (R 248) @ Arasampalayam H/o Arasampalayam pt | |||||
| 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. | 876 | sqm | 7 ₹6,132 | 6.3 ₹5,518.8 Lowest |
| 3.00 | Dismentaling of cement concrete surface including all labour charges etc | 40.63 | cum | 530 ₹21,533.9 | 520.2 ₹21,135.73 Lowest |
| 4.00 | Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers. | 591.3 | cum | 140 ₹82,782 | 131.8 ₹77,933.34 Lowest |
| 5.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | 60.94 | cum | 2,500 ₹1,52,350 | 2,458 ₹1,49,790.52 Lowest |
| 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 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. | 352.39 | Cum | 2,550 ₹8,98,594.5 | 2,549.5 ₹8,98,418.31 Lowest |
| 7.00 | 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. | 2,819.12 | sqm | 90 ₹2,53,720.8 | 87.4 ₹2,46,391.09 Lowest |
| 8.00 | 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 | 2,819.12 | Sqm | 23 ₹64,839.76 | 20.5 ₹57,791.96 Lowest |
| 9.00 | 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. | 70.48 | Cum | 11,500 ₹8,10,520 | 11,498.6 ₹8,10,421.33 Lowest |
| 10.00 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for side berms | 303.3 | Cum | 480 ₹1,45,584 | 475.8 ₹1,44,310.14 Lowest |
Tender Value
₹39.6 L
EMD Value
₹39,600
Closing Date
13 Feb 2026, 3:00 pmClosed
Block development officer vp
Panchayat office Arasampalayam
Strengthening of road From Arasampalayam old panchayat office to Kinathukadavu karacheri road via panchayat secretariat building Km 00 0730 R 248 at Arasampalayam Ho Arasampalayam pt
2026_RDTN_653603_1
1044/2023/A4/03/02/2026
Open Tender
Civil Works
Works
Arasampalayam
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹39,600
Yes
6 Jul 2026
10 Feb 2026
13 Feb 2026
10 Feb 2026
13 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work:1Strengthening of road From Arasampalayam old panchayat office to Kinathukadavu -karacheri road via panchayat secretariat building Km 0/0-0/730 (R 248) @ Arasampalayam H/o Arasampalayam pt | - | - | - | - |
| 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. | - | sqm | - | - |
| 3 | Dismentaling of cement concrete surface including all labour charges etc | - | cum | - | - |
| 4 | Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers. | 1 | cum | - | - |
| 5 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | 1 | 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 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. | 1 | Cum | - | - |
| 7 | 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. | 1 | sqm | - | - |
| 8 | 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 | 1 | Sqm | - | - |
| 9 | 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. | - | Cum | - | - |
| 10 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for side berms | - | Cum | - | - |
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