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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-AOC NO 17 NEW CAUVERY NAGAR THANJAVUR 613 001 | THANJAVUR | TAMIL NADU | 613001 | ₹29.9 L | L1 | Accepted-AOC LER |
| 2 | L2₹30.7 LRejected-Finance | ₹30.7 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | SRI JAGATHI CONSTRUCTION L1 | M.Ramamoorthy L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of Arsuthipattu North Aatrangarai - North SC ST Pala Vaikkal Road Km (R-717) Km 0/0-0/600 in Ragavambalpuram Panchayat. | |||||
| 2.00 | Picking the existing BT surface 50mm-100mm thick including cost conveyance and all labour charges for picking hand packing leveling and consolidation by power roller rolling including all labour charges and all other insidental charges etc.complete. | 607.5 | Cum | 23.36 ₹14,191.20 | 30 ₹18,225 |
| 3.00 | 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). | 46.13 | Cum | 2,993 ₹1.4 L | 3,000 ₹1.4 L |
| 4.00 | 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. | 250.88 | Cum | 3,101 ₹7.8 L | 3,130 ₹7.9 L |
| 5.00 | Providing and laying Prime Coat over WBM/ 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 502 of MORTH Rev-5 | 1,822.5 | Cum | 84.6 ₹1.5 L | 100 ₹1.8 L |
| 6.00 | Providing and laying Tack Coat over WBM/ 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 503 of MORTH Rev-5 | 1,822.5 | Sq.m | 19.5 ₹35,538.75 | 30 ₹54,675 |
| 7.00 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. | 91.13 | Sq.m | 9,459 ₹8.6 L | 9,480 ₹8.6 L |
| 8.00 | Providing and laying Bituminous Concrete to 25 mm 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 50.30 kgs of VG30/ VG40 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller) | 45.57 | Sq.m | 11,744 ₹5.4 L | 11,780 ₹5.4 L |
| 9.00 | Providing and Laying Gravel to 100mm compacted thick including cost & 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 | 18 | Cum | 752 ₹13,536 | 780 ₹14,040 |
| 10.00 | Provision for HM Stone | 3 | Nos | 574 ₹1,722 | 600 ₹1,800 |
Tender Value
₹30.9 L
EMD Value
₹30,900
Closing Date
19 Dec 2025, 3:00 pmClosed
Block Development officer(BP), Orathanadu,Thanjavu
Block Development officer (BP)
Thanjavur District Orathanadu block Strengthening of Arsuthipattu North Aatrangarai - North SC ST Pala Vaikkal Road Km (R-717) Km 0/0-0/600 in Ragavambalpuram Panchayat under SFC Dt.Pt 2025-26.
2025_RDTN_633590_1
Rc.No.1156/2025/A2 dated.12.12.2025
Open Tender
Civil Works - Roads
120 days
Orathanadu
As per Tender document
9 documents required · 9 mandatory
₹0
₹30,900
17 Mar 2026
17 Dec 2025
19 Dec 2025
17 Dec 2025
19 Dec 2025
17 Dec 2025
Picking the existing BT surface 50mm-100mm thick including cost conveyance and all labour charges for picking hand packing leveling and consolidation by power roller rolling including all labour charges and all other insidental charges etc.complete.
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).
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.
Providing and laying Prime Coat over WBM/ 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 502 of MORTH Rev-5
Providing and laying Tack Coat over WBM/ 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 503 of MORTH Rev-5
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
Providing and laying Bituminous Concrete to 25 mm 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 50.30 kgs of VG30/ VG40 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller)
Providing and Laying Gravel to 100mm compacted thick including cost & 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
Provision for HM Stone
Provision for Name board
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}
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