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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 CrAccepted-AOC 1A 20 EAST SEERANAGAPALAYAM ROAD SALEM 63607 | 63607 | ₹11.2 Cr Quoted ₹11.7 Cr | L1 | Accepted-AOC Low tender premium |
| 2 | L2₹12.0 Cr+₹27.9 L (2.39%)Rejected-Finance 10 243 THURAIYUR MAIN ROAD PONNERI POST NAMAKKAL 637013 | NAMAKKAL | TAMIL NADU | 637013 | ₹12.0 Cr+₹27.9 L (2.39%) | L2 | Rejected-Finance High tender premium |
| 3 | Rejected-Technical | - | - | Rejected-Technical Evaluation Rejected |
| Sl No | Description | Qty | Unit | ASHOK CONSTRUCTION L2 | VRV CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Forming the embankment using carted earth having soaked CBR value not less than 8 required 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 Part IV to 95% proctor density to the specified depth below the subgrade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 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 MoRTH specifications. | 18,792 | Cum | 652.7 ₹1,22,65,538 | 637.45 ₹1,19,78,960 Lowest |
| 2.00 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of road side drains in accordance with the specification and the lines ,grades and cross section short in the diagram or as indicated by the engineer in chaarge for boxing as per clause of MoRTH 301 & 305 and conveying the excavated earth (For Cutting Qty) | 748 | Cum | 141.12 ₹1,05,558 | 137.83 ₹1,03,097 Lowest |
| 3.00 | Forming the Sub Grade using carted earth having soaked CBR value not less 8 than required 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 Part IV to 97% proctor density to the specified depth below the subgrade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 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 MoRTH specifications. | 13,678 | Cum | 665.54 ₹91,03,256 | 649.99 ₹88,90,563 Lowest |
| 4.00 | Construction of granular sub-base by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, 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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material | 3,633 | Cum | 2,279.85 ₹82,82,695 | 2,226.58 ₹80,89,165 Lowest |
| 5.00 | Construction of granular sub-base by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, 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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- III Material | 2,424 | Cum | 2,571.99 ₹62,34,504 | 2,511.9 ₹60,88,846 Lowest |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of specified thickness, 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/ Base course on well prepared surface and compacting with vibratory soil compactor 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 111, 112, 406 & 900 of MORTH Vth Revision | 4,150 | Cum | 2,784.19 ₹1,15,54,389 | 2,719.14 ₹1,12,84,431 Lowest |
| 7.00 | Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 502 & 900 of MORTH Vth Revision | 16,600 | Sqm | 92.88 ₹15,41,808 | 90.71 ₹15,05,786 Lowest |
| 8.00 | Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision | 16,600 | Sqm | 21.51 ₹3,57,066 | 21 ₹3,48,600 Lowest |
| 9.00 | Providing, laying 70 mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20 mm, 0.25 cumof 13.20-2.36 mm and 0.23 cum of 2.36 mm & below and with 53.20 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of allmaterials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spread ing the mix to uniform thickness of 50 mm using paver to the specified grade sand crosssection sand compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller sand all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 as per clause No.111,112,501,505 & 900 - of MORTH rev-5.-Grading II | 1,162 | Cum | 11,972.59 ₹1,39,12,150 | 11,692.86 ₹1,35,87,103 Lowest |
| 10.00 | Providing and laying Bituminous Concrete to 30mm 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 VG 30 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 clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision | 498 | Cum | 12,994.11 ₹64,71,067 | 12,690.51 ₹63,19,874 Lowest |
Tender Value
₹11.2 Cr
EMD Value
₹5.8 L
Closing Date
24 Sept 2025, 11:30 amClosed
Superintending Engineer
Office of the Superintending Engineer Highways Projects Circle Near North Kovai Flyover Mettupalayam Road Coimbatore
Forming Approach road to Rasipuram new Bus stand Km.0/0 to 1/700.
2025_HWAY_599671_1
TN NO 09/2025-26/Rasipuram Approach
Open Tender
Civil Works - Highways
Item Rate
270 days
Anaipalayam, Rasipuram
Refer Pre Qualification Volume I
11 documents required · 11 mandatory
₹0
₹5.8 L
26 May 2026
2 Sept 2025
25 Sept 2025
2 Sept 2025
24 Sept 2025
3 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Forming the embankment using carted earth having soaked CBR value not less than 8 required 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 Part IV to 95% proctor density to the specified depth below the subgrade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 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 MoRTH specifications. | 18,792 | Cum | 100 | ₹18,79,200 |
| 2 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of road side drains in accordance with the specification and the lines ,grades and cross section short in the diagram or as indicated by the engineer in chaarge for boxing as per clause of MoRTH 301 & 305 and conveying the excavated earth (For Cutting Qty) | 748 | Cum | 100 | ₹74,800 |
| 3 | Forming the Sub Grade using carted earth having soaked CBR value not less 8 than required 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 Part IV to 97% proctor density to the specified depth below the subgrade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 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 MoRTH specifications. | 13,678 | Cum | 100 | ₹13,67,800 |
| 4 | Construction of granular sub-base by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, 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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material | 3,633 | Cum | 100 | ₹3,63,300 |
| 5 | Construction of granular sub-base by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, 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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- III Material | 2,424 | Cum | 100 | ₹2,42,400 |
| 6 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of specified thickness, 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/ Base course on well prepared surface and compacting with vibratory soil compactor 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 111, 112, 406 & 900 of MORTH Vth Revision | 4,150 | Cum | 100 | ₹4,15,000 |
| 7 | Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 502 & 900 of MORTH Vth Revision | 16,600 | Sqm | 100 | ₹16,60,000 |
| 8 | Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision | 16,600 | Sqm | 100 | ₹16,60,000 |
| 9 | Providing, laying 70 mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20 mm, 0.25 cumof 13.20-2.36 mm and 0.23 cum of 2.36 mm & below and with 53.20 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of allmaterials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spread ing the mix to uniform thickness of 50 mm using paver to the specified grade sand crosssection sand compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller sand all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 as per clause No.111,112,501,505 & 900 - of MORTH rev-5.-Grading II | 1,162 | Cum | 100 | ₹1,16,200 |
| 10 | Providing and laying Bituminous Concrete to 30mm 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 VG 30 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 clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision | 498 | Cum | 100 | ₹49,800 |
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