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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.0 LAccepted-Finance | ₹38.0 L | L1 | Accepted-Finance lowest evaluated bid amount and L1 |
| 2 | L2₹47.9 LAccepted-Finance | ₹47.9 L | L2 | Accepted-Finance lowest evaluated bid amount compared to L3 |
| 3 | L3₹4.9 LRejected-Finance | ₹4.9 L | L3 | Rejected-Finance Higher evaluated bid amount and L3 |
| 4 | Not Admitted-Finance | - | - | Not Admitted-Finance Others-Document not upload |
| Sl No | Description | Qty | Unit | K MACHESWARAN L3 | R SARAVANAN L2 | K.KARUNANIDHI L1 |
|---|---|---|---|---|---|---|
| 1.01 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2). | 734.4 | Sq.m. | 5.23 ₹3,840.91 | 6 ₹4,406.4 | 1.23 ₹903.31 Lowest |
| 1.02 | Earth work excavation and depositing on back with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 550.8 | Cu.m. | 123.12 ₹67,814.5 | 140 ₹77,112 | 34.25 ₹18,864.9 Lowest |
| 1.03 | Providing laying and compacting Carted Earth in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete. | 804.01 | Cu.m. | 190 ₹1,52,761.9 | 194.5 ₹1,56,379.95 | 41.2 ₹33,125.21 Lowest |
| 1.04 | 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 | 640.22 | Cu.m. | 584 ₹3,73,888.48 | 661.25 ₹4,23,345.48 | 112 ₹71,704.64 Lowest |
| 1.05 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 561.16 | Cu.m. | 2,169 ₹12,17,156.04 | 2,100 ₹11,78,436 | 1,781 ₹9,99,425.96 Lowest |
| 1.06 | Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete. | 280.38 | Cu.m. | 2,697 ₹7,56,184.86 | 2,400 ₹6,72,912 | 2,105.23 ₹5,90,264.39 Lowest |
| 1.07 | Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete. | 4 | No. | 565 ₹2,260 Lowest | 574.5 ₹2,298 | 565 ₹2,260 Lowest |
| 1.08 | Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete. | 1 | No. | 2,180 ₹2,180 Lowest | 2,197 ₹2,197 | 2,180 ₹2,180 Lowest |
| 1.09Pipe Culvert @ CH:- 0 m | ||||||
| 1.10 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. | 12.48 | Cu.m. | 252 ₹3,144.96 Lowest | 263.5 ₹3,288.48 | 252 ₹3,144.96 Lowest |
Tender Value
₹51.4 L
EMD Value
₹51,900
Closing Date
6 Aug 2026, 3:00 pmClosed
BDO(BP), Narikudi
Panchayat Union Office, Narikudi
Upgradation of Valayapatti to Kodangipatti upto Union limit at Valayapatti Village of Velanurani Panchayat in Narikudi Block under Mines Fund -Savings-2026-27
2026_RDTN_687534_1
A2/1328/2026 dated 17.07.2026
Open Tender
Civil Works - Roads
Item Rate
120 days
Narikudi Block
Refer tender document
9 documents required · 9 mandatory
₹0
₹51,900
12 Aug 2026
22 Jul 2026
6 Aug 2026
22 Jul 2026
6 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2). | 734.4 | Sq.m. | - | - |
| 1.02 | Earth work excavation and depositing on back with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 550.8 | Cu.m. | - | - |
| 1.03 | Providing laying and compacting Carted Earth in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete. | 804.01 | Cu.m. | - | - |
| 1.04 | 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 | 640.22 | Cu.m. | - | - |
| 1.05 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 561.16 | Cu.m. | - | - |
| 1.06 | Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete. | 280.38 | Cu.m. | - | - |
| 1.07 | Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete. | 4 | No. | - | - |
| 1.08 | Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete. | 1 | No. | - | - |
| 1.09 | Pipe Culvert @ CH:- 0 m | - | - | - | - |
| 1.1 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. | 12.48 | Cu.m. | - | - |
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