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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC 1 129 KOOLANAICKENPATTI GOMANGALAM POLLACHI TAMILNADU 642107 | COIMBATORE | TAMIL NADU | 642107 | ₹1.3 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.4 Cr+₹7.4 L (5.76%)Rejected-Finance 3 176 ARULJOTHI NAGAR KARANAMPETTAI SULUR VIA COIMBATORE 641401 | COIMBATORE | TAMIL NADU | 641401 | ₹1.4 Cr+₹7.4 L (5.76%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | V KALIESWARAN L1 | SRI MURUGAN CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of the road from Pethanaicknur to Periyanaivaikkal Road Km 0/0 -2/800 (R - 41 ) | |||||
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 3,360 | Sqm | 6.36 ₹21,369.6 Lowest | 20 ₹67,200 |
| 3.00 | Picking 5cm to 10cm old metalled and BT surface and sectioning, hand packing metal to camber as directed by the departmental officers. | 3,500 | Sqm | 23.36 ₹81,760 Lowest | 50 ₹1,75,000 |
| 4.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 1,008 | Cum | 1.4 ₹1,411.2 Lowest | 25 ₹25,200 |
| 5.00 | 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. | 1,320.31 | Cum | 2,642.66 ₹34,89,130.42 Lowest | 2,642.66 ₹34,89,130.42 Lowest |
| 6.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 10,562.5 | Sqm | 87.42 ₹9,23,373.75 Lowest | 100 ₹10,56,250 |
| 7.00 | Applying TACKCOAT over WMB/ WMM surface at 2.50Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 10,562.5 | Sqm | 20.56 ₹2,17,165 Lowest | 50 ₹5,28,125 |
| 8.00 | 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 | 264.07 | Cum | 12,649 ₹33,40,221.43 Lowest | 12,649 ₹33,40,221.43 Lowest |
| 9.00 | Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. comp for side berms | 945 | Cum | 1.4 ₹1,323 Lowest | 25 ₹23,625 |
| 10.00 | 60cm equilateral triangle | 12 | Nos | 4,999 ₹59,988 Lowest | 4,999 ₹59,988 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
23 Feb 2026, 3:00 pmClosed
Additional Collector (Dev)
DRDA, Coimbatore
Strengthening of the road from Pethanaicknur to Periyanaivaikkal Road
2026_RDTN_657977_1
DIPR/358/Tender/2026/D1 dated 12.02.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.4 L
26 Mar 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
Strengthening of the road from Pethanaicknur to Periyanaivaikkal Road Km 0/0 -2/800 (R - 41 )
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Picking 5cm to 10cm old metalled and BT surface and sectioning, hand packing metal to camber as directed by the departmental officers.
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
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.
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACKCOAT over WMB/ WMM surface at 2.50Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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
Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. comp for side berms
60cm equilateral triangle
STOP sign board 750mm
Major road ahead
Rumble strips ahead
Rumble strips = 3*3.00*0.25 = 2.25 Sqm
Supplying and fixing Kilometer Metre stones including painting and lettering as directed by the departmental officers etc., complete
Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete
Providing and Erecting single Double Guard metal beam crash Barrier system 1.80m high comprising of 3mm thick wall "W'' beams posts & spacer channels shall be made by cold roll forming ,using HR Conform to IS 5986 fe 410/360.and dip galvenised having Zinc mass of 550gms /sqm minimum 95cm above road / ground level ,fixed on ISMC Series channel vertical post ,150x75x5mm spaced 2mtr centre to centre 312mm X 83 mm flange width X 3mm thick ,4318mm long. post directly embedded in the concrete (M 15) Pit size 350X350X800mm for a depth of 750mm below ground .All fixing bolts and nuts hot dip galvanised conforming to IS 1367 Clause 4.60 all complete as per Technical specifications and as directed by the Engineer in charge.
Supplying and fixing of Name board cum Citizen board including painting and lettering as directed by the departmental officers etc., complete
Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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