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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | ₹12.4 L Quoted ₹12.7 L | L1 | Accepted-AOC l1 |
| 2 | l2₹13.3 L+₹63,562.42 (5.00%)Rejected-AOC | ₹13.3 L+₹63,562.42 (5.00%) | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | G.RAMACHANDRAN L2 | GOPALAN.M L1 |
|---|---|---|---|---|---|
| 1.00Access Road from First Entrance gate to Right Saddle Dam Gate | |||||
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 1,365 | sqm | 6.46 ₹8,817.9 | 6.16 ₹8,408.4 Lowest |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 204.75 | cum | 3,838 ₹7,85,830.5 | 3,655.42 ₹7,48,447.25 Lowest |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 1,365 | sqm | 66.3 ₹90,499.5 | 63.15 ₹86,199.75 Lowest |
| 1.00 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 2,730 | sqm | 15.61 ₹42,615.3 | 14.87 ₹40,595.1 Lowest |
| 1.00 | 5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm | 1,350 | sqm | 90.17 ₹1,21,729.5 | 85.88 ₹1,15,938 Lowest |
| 1.01 | 5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades. | 1,365 | sqm | 176.55 ₹2,40,990.75 | 168.15 ₹2,29,524.75 Lowest |
| 1.01 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 4.39 | cum | 2,686.65 ₹11,802.45 | 2,558.72 ₹11,240.46 Lowest |
| 1.01 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 4.39 | cum | 5,867.93 ₹25,777.82 | 5,588.51 ₹24,550.32 Lowest |
| 2.00Providing Name Board | |||||
Tender Value
Refer Docs
EMD Value
₹31,775
Closing Date
18 Jun 2025, 5:00 pmClosed
ASST EXECUTIVE ENGINEER
ASST EXECUTIVE ENGINEER CANAL SUB DIVISION ALATHUR
DEPOSIT MLA ALATHUR Renovation of Access Road at Mangalam Dam to the Right Saddle Dam
2025_Irrig_769133_1
4-IRR/PI/TR/7690/2024_5_1_1/RC 1/1
Open Tender
Civil Works - Roads
Item Rate
270 days
ALATHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,775
Yes
25 Sept 2025
12 Jun 2025
20 Jun 2025
12 Jun 2025
18 Jun 2025
12 Jun 2025
12 Jun 2025 - 14 Jun 2025
Amount
Access Road from First Entrance gate to Right Saddle Dam Gate
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
5.10.1.a:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade, and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm
5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
Providing Name Board
OD10123/2025-2026:Name board with granite plaque of size 90x60 cm installed on the brick wall in appropriate place visible to the public with engraving letters etc. complete as per the direction of engineer in charge.
G.RAMACHANDRAN (BID ID -2225776)
Bidder Name
G.RAMACHANDRAN
GOPALAN.M
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