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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.5 Cr+₹12.7 L (5.26%)Rejected-Finance 3 165 1A KAMARAJ NAGAR KANGAYAMPALAYAM SULUR COIMBATORE TAMIL NADU 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | ₹2.5 Cr+₹12.7 L (5.26%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Vishnu Infrastructures L2 | A.Ammasaiappan L1 |
|---|---|---|---|---|---|
| 1.001. Strengthening of road from Coimbatore Dindugal road to Valukkuparai Km 0/0-5/720 H/O Valukkuparai (R-15) | |||||
| 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 in all etc complete | 10,872 | Sqm | 6.25 ₹67,950 | 6 ₹65,232 Lowest |
| 3.00 | Picking the existing BT surface and sectioning including all labour charges etc, complete. | 4,592.5 | Sqm | 23 ₹1,05,627.5 | 21 ₹96,442.5 Lowest |
| 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 | 3,261.6 | Cum | 140 ₹4,56,624 | 130 ₹4,24,008 Lowest |
| 5.00 | Collection of Carted earth from approved quarry an average lead 1Km including cost and conveyance of all materials to site and labour charges etc., | 1,485 | Cum | 145 ₹2,15,325 | 135 ₹2,00,475 Lowest |
| 6.00 | 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. | 861.1 | Cum | 2,320 ₹19,97,752 | 2,200 ₹18,94,420 Lowest |
| 7.00 | 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. | 6,888.75 | Sqm | 87 ₹5,99,321.25 | 82 ₹5,64,877.5 Lowest |
| 8.00 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 21,861.25 | Sqm | 20.5 ₹4,48,155.63 | 20 ₹4,37,225 Lowest |
| 9.00 | Applying TACK COAT over Primed WMM surface at 3 Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 14,972.5 | Sqm | 35 ₹5,24,037.5 | 33 ₹4,94,092.5 Lowest |
| 10.00 | Bituminous macadam of 50mm thick shall consists of construction in a single cause of compacted crushed aggreagates premixed with bituminous binder of 80/100 serve as base / binder course in accordance with MORTH rev IVcl.504 specification and in confirmity | 1,093.07 | Cum | 9,420 ₹1,02,96,719.4 | 8,950 ₹97,82,976.5 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
26 May 2025, 3:00 pmClosed
Project Director, DRDA, Coimbatore
DRDA, Coimbatore
Strengthening of road from Coimbatore Dindugal road to Valukkuparai Km 0/0-5/720 H/O Valukkuparai (R-15) in Madukkarai Block - Package No TN 02-30 in Madukkarai Block of Coimbatore District under MGSMT-Phase II 2025-2026 Scheme
2025_RDTN_558908_1
DIPR/1714/Tender/2025 dated 29.04.2025
Open Tender
Civil Works - Roads
Item Rate
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹2.5 L
DRDA, Coimbatore
20 Aug 2025
16 May 2025
26 May 2025
16 May 2025
26 May 2025
19 May 2025
19 May 2025
Amount
1. Strengthening of road from Coimbatore Dindugal road to Valukkuparai Km 0/0-5/720 H/O Valukkuparai (R-15)
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 in all etc complete
Picking the existing BT surface and sectioning including all labour charges etc, complete.
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
Collection of Carted earth from approved quarry an average lead 1Km including cost and conveyance of all materials to site and labour charges etc.,
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 TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete
Applying TACK COAT over Primed WMM surface at 3 Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete
Bituminous macadam of 50mm thick shall consists of construction in a single cause of compacted crushed aggreagates premixed with bituminous binder of 80/100 serve as base / binder course in accordance with MORTH rev IVcl.504 specification and in confirmity
Providing and laying Bituminious concrete which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.
Supplying and fixing of Kilo Metre stones including painting and lettering as directed by the departmental officers etc., complete
Supplying and fixing of Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete
Providing and erecting of Retro - Reflectorised Cautionary, Mandatoryand Informatory signs (without definition board) made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards ofIRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mmthick Aluminium sheet fixed over a back supporting frame of 25mm x25mmx3mm Mild Steel angle and supported on a mild steel angle post75X75X6mm with a clear height of not less than 2.10m from the groundlevel 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 tothe ground by means of properly designed foundation with M15 gradecement concrete 45cmX45cmX60cm size including cost and conveyanceof all materials, equipment, Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work asdirected by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as perTable 6.6 of IRC 67-2012. The retro - reflective sheeting shall be coveredunder 7 year warranty issued for field performance and a certified copyof three years outdoor exposure report shall be obtained as per IRC67:2012 . ( as per MoRT&H Specification No.801) Chevron signs 90 cmOctogen ( Curves)
Providing and erecting of Retro - Reflectorised Cautionary, Mandatoryand Informatory signs (with definition board) made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards ofIRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mmthick Aluminium sheet fixed over a back supporting frame of25mmx25mmx3mm Mild Steel angle and supported on a mild steelangle post 75X75X6mm with a clear height of not less than 2.10m fromthe ground level to the bottom of the sign board and 0.60m belowground level. The sign post should be painted as per IRC 67-2012 andfirmly fixed to the ground by means of properly designed foundationwith M15 grade cement concrete 45cmX45cmX60cm size including costand conveyance of all materials, equipment, Machinery and labour withall leads and lifts, loading charges necessary for satisfactory completionof the work as directed by the engineer-in-charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro-reflectionas per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall becovered under 7 year warranty issued for field performance and acertified copy of three years outdoor exposure report shall be obtained
Name Board
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 (for Construction & maintenance) above this row in column "BB" for all works in this package}
Vishnu Infrastructures (BID ID -1349574)
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