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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 CrAccepted-AOC | L1 | Accepted-AOC Low tender premium | |
| 2 | L2₹35.5 Cr+₹1.7 Cr (4.95%)Rejected-Finance 1A 20 EAST SEERANAGAPALAYAM ROAD SALEM 63607 | 63607 | L2 | Rejected-Finance Higher tender premium | |
| 3 | Rejected-Technical 103 B PARI NAGAR CHINNAANDAN KOVIL ROAD KARUR 639 001 | KARUR | TAMIL NADU | 639001 | - | Rejected-Technical Evaluation Rejected |
Tender Value
₹33.5 Cr
EMD Value
₹16.9 L
Closing Date
16 Dec 2025, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Highways Projects Circle Near North Kovai Flyover Mettupalayam Road Coimbatore
Formation of Bypass to Athur town Km.0/0-4/4 including junction improvements, Construction of Minor Bridges, Cross drainage works and Protective works.
2025_HWAY_626320_1
TN No.14/2025-26/Athur bypass Phase I
Open Tender
Civil Works - Highways
Percentage
365 days
Thandavarayapuram
Refer Pre Qualification document volume I
11 documents required · 11 mandatory
₹0
₹16.9 L
26 May 2026
26 Nov 2025
17 Dec 2025
26 Nov 2025
16 Dec 2025
26 Nov 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soild not exceeding 150mm in thickness as per Technical Specification Clause 201. | 79,200 | Sqm | 9.18 | ₹7,27,056 |
| 2 | Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting on bank with all leads and lifts as per SS20B including cost of all labour,materials,tools,equipments and all incidental charges and sheeting, shoring,bracing and their subsequent removal of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materials etc.,complete as per standard specification for Embankment & Earthern Drain cutting | 35,103 | Cum | 131.89 | ₹46,29,734.67 |
| 3 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidentalcharges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal ofall surplus materials etc., complete as per standard specification. for Earthen cutting (Labour & compaction charges only) | 35,103 | Cum | 28.17 | ₹9,88,851.51 |
| 4Forming the embankment using carted earth having soaked CBR value not less than required value including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 using 80-100 KN power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc.complete.as per clause 305 of MORT&H Specification for 95% complete. | |||||
| 4.01 | 95% Compaction for Filling | 45,723 | Cum | 456 | ₹2,08,49,688 |
| 5Forming the embankment using carted earth having soaked CBR value not less than required value including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking colds, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 using 80-100 KN power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc.complete..as per clause 305 of MORT&H Specification for 97% complete. | |||||
| 5.01 | 97% Compaction for Subgrade | 41,384 | Cum | 464 | ₹1,92,02,176 |
| 6 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Grading-V) | 9,065 | Cum | 2,210.06 | ₹2,00,34,193.9 |
| 7 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Grading-III) | 6,270 | Cum | 2,483.09 | ₹1,55,68,974.3 |
| 8 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/Base course on well prepared surface and compacting with vibratory soil compactor to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 10,677 | Cum | 2,684.59 | ₹2,86,63,367.43 |
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