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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹3.6 L (2.44%)Rejected-Finance | ₹1.5 Cr+₹3.6 L (2.44%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | M/S PALANISAMY L1 | KMR AND CO L2 |
|---|---|---|---|---|---|
| 1.00Name of work : Strengthening the road from Km 28/6 of Tiruppur-perumanallur-Kunnathur-Perundurai road to Kaikolappalayam (via) Pachagoundenpalayam Km 0/0 - 2/75 H/O chinnaveerasangili (R - 29 PUR) (Using Plastic waste) | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 3,960 | Sqm | 6.36 ₹25,185.6 Lowest | 10 ₹39,600 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 2,930.42 | Sqm | 23.36 ₹68,454.61 Lowest | 30 ₹87,912.6 |
| 4.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 810 | Cum | 140.45 ₹1,13,764.5 Lowest | 150 ₹1,21,500 |
| 5.00Providing 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 | |||||
| 6.00 | 0/0 -1/0 KM | 292.5 | Cum | 581.07 ₹1,69,962.98 Lowest | 600 ₹1,75,500 |
| 7.00 | 1/0 -2/0 KM | 337.5 | Cum | 591.12 ₹1,99,503 Lowest | 610 ₹2,05,875 |
| 8.00 | 2/0 - 2/75 KM | 253.13 | Cum | 591.12 ₹1,49,630.21 Lowest | 610 ₹1,54,409.3 |
| 9.00Providing 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. | |||||
| 10.00 | 0/0 -1/0 KM | 229.13 | Cum | 2,679.9 ₹6,14,045.49 Lowest | 2,700 ₹6,18,651 |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director
DRDA, Collectorate, Erode
Erode District Improvements of the Road 1 Nos in Package No TN 12-13 Perundurai Block under MGSMT Additional 2025-26
2026_RDTN_658110_9
Roc.No.1192/2026/A5 dt.12.02.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Perundurai Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.5 L
14 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A
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
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 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 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 Tack coat over BT surface using 3Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat
Bituminous Macadam (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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
Reinforced cement concrete M15grade Kilometers stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical specification Clause 1703
Provision for Kilometer Stone
Provision for Hectometer Stone
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MoRT&H Specification No.801) & Sign boards for Junction improvement (junction ahead , Rumble Strips) 60 cm equilateral triangle
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803
Provision of 3 nos. rumble strips covered with bituminous concrete, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction) above this row in column "BB" for all works in this package}
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