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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.7 LAccepted-AOC | ₹17.7 L | 1 | Accepted-AOC Quoted rate is lower than estimate amount so, this bidder was selected |
| 2 | 2₹18.4 L+₹68,737.29 (3.88%)Rejected-Finance | ₹18.4 L+₹68,737.29 (3.88%) | 2 | Rejected-Finance Quoted rate is lower than Bidder rank 1 amount |
| 3 | 3₹20.1 L+₹2.4 L (13.5%)Rejected-Finance 232 RANA NAGAR BHAVANI ERODE DISTRICT 638 302 | 638302 | ₹20.1 L+₹2.4 L (13.5%) | 3 | Rejected-Finance Quoted rate is lower than bidder rank 1 amount |
| 4 | 4₹20.1 L+₹2.4 L (13.6%)Rejected-Finance | ₹20.1 L+₹2.4 L (13.6%) | 4 | Rejected-Finance Quoted rate is lower than bidder rank 1 amount |
| Sl No | Description | Qty | Unit | MANI R L2 | P S VISWANATHAN L4 | SOLAIAPPAN CONSTRUCTIONS L3 | SS PACHAIAMMAN CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 base-course and side berms. | 6 | Cum | 500 ₹3,000 | 535 ₹3,210 | 560 ₹3,360 | 140 ₹840 Lowest |
| 2.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 | 660.21 | sqm | 20 ₹13,204.2 | 25 ₹16,505.25 | 25 ₹16,505.25 | 7 ₹4,621.47 Lowest |
| 3.00 | 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. | 198.06 | Cum | 2,770 ₹5,48,626.2 Lowest | 2,970 ₹5,88,238.2 | 2,877 ₹5,69,818.62 | 2,800 ₹5,54,568 |
| 4.00 | Providing and laying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., | 1,980.63 | sqm | 100 ₹1,98,063 | 105 ₹2,07,966.15 | 99 ₹1,96,082.37 | 80 ₹1,58,450.4 Lowest |
| 5.00 | Providing and laying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 1,980.63 | sqm | 20 ₹39,612.6 | 28 ₹55,457.64 | 29.5 ₹58,428.59 | 18 ₹35,651.34 Lowest |
| 6.00 | BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm 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 VG30 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 specification using CMP as per clause 507 of MORTH Rev-5 | 49.51 | Cum | 15,250 ₹7,55,027.5 | 16,750 ₹8,29,292.5 | 17,230 ₹8,53,057.3 | 15,000 ₹7,42,650 Lowest |
| 7.00 | Provision for Name board etc. | 1 | No.s | 2,500 ₹2,500 Lowest | 5,000 ₹5,000 | 7,700 ₹7,700 | 5,000 ₹5,000 |
| 8.00 | GST Amount for providing Service to Government Contract Works for the above Construction Works. {GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package} | 1 | GST Amount (in Rupees) | 2,80,806 ₹2,80,806 | 3,07,021 ₹3,07,021 | 3,06,891 ₹3,06,891 | 2,70,321 ₹2,70,321 Lowest |
Tender Value
₹20.1 L
EMD Value
₹40,240
Closing Date
7 Jul 2026, 3:00 pmClosed
Block Development Officer B.P.
Block development Officer B.P.
Strengthening Road From Erode-Gobi Road to Nanjapa Nagar (0-0/700) (VPR-R545) at Vellalapalayam Habitation in Vellapalayam Panchayat
2026_RDTN_681885_1
Roc. No. 1850/2026/A2, Date 18.06.2026
Open Tender
Civil Works - Roads
Item Rate
120 days
Vellalapalayam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹40,240
Yes
15 Jul 2026
19 Jun 2026
7 Jul 2026
19 Jun 2026
7 Jul 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 base-course and side berms. | 6 | Cum | - | - |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 | 660.21 | sqm | - | - |
| 3 | 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. | 198.06 | Cum | - | - |
| 4 | Providing and laying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., | 1,980.63 | sqm | - | - |
| 5 | Providing and laying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 1,980.63 | sqm | - | - |
| 6 | BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm 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 VG30 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 specification using CMP as per clause 507 of MORTH Rev-5 | 49.51 | Cum | - | - |
| 7 | Provision for Name board etc. | 1 | No.s | - | - |
| 8 | GST Amount for providing Service to Government Contract Works for the above Construction Works. {GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package} | - | GST Amount (in Rupees) | - | - |
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