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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | ₹10.7 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹11.0 LRejected-AOC | ₹11.0 L | L2 | Rejected-AOC Second lowest bidder |
| 3 | L3₹11.1 LRejected-AOC | ₹11.1 L | L3 | Rejected-AOC Third Lowest Bidder |
| 4 | L4₹12.1 LRejected-AOC | ₹12.1 L | L4 | Rejected-AOC Fourth Lowest Bidder |
| Sl No | Description | Qty | Unit | RAMAKRISHNAN. K L2 | jollyjoseph L1 | RAMESH.T.R L3 | P SUBRAMANIAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00Tiling | |||||||
| 1.00 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 726 | sqm | 966.5 ₹7.0 L | 922 ₹6.7 L | 975.08 ₹7.1 L | 1,065.55 ₹7.7 L |
| 1.00 | 6.2:Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | 16.84 | cum | 7,769.01 ₹1.3 L | 7,900 ₹1.3 L | 7,837.99 ₹1.3 L | 8,555.55 ₹1.4 L |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 27.5 | cum | 44.85 ₹1,233.38 | 48 ₹1,320 | 45.25 ₹1,244.38 | 49.55 ₹1,362.63 |
| 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 <br> | 726 | sqm | 5.55 ₹4,029.30 | 6 ₹4,356 | 5.6 ₹4,065.60 | 6.15 ₹4,464.90 |
| 2.00Painting | |||||||
| 2.00 | 13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats | 1,944 | sqm | 131.12 ₹2.5 L | 133 ₹2.6 L | 132.29 ₹2.6 L | 144.75 ₹2.8 L |
| 2.00 | OD42593/2025-2026:ENGAGING HYDRAULIC EXCAVATOR INCLUDING ALL HIRING CHARGES,DRIVER,FUEL,LUBRICANTS FOR REMOVING DEBRIS,WEEDS AND MAJOR OBSTRUCTIONS FROM CANAL BEDS,DROPS PRIOR AND DURING DISTRIBUTIONS,RAINS ETC | 5 | hour | 1,261.68 ₹6,308.40 | 1,350 ₹6,750 | 1,272.88 ₹6,364.40 | 1,395.55 ₹6,977.75 |
Tender Value
₹12.2 L
EMD Value
₹30,494
Closing Date
16 Feb 2026, 2:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer Irrigation Sub Division NO.I Chittur , Pin-678104
Chulliar Dam-Entrance Road Maintanance- Masonry Dam Parapet Painting
2026_Irrig_834077_1
IRR/PI/TR/4460/2025_5_1_1/1
Open Tender
Civil Works - Others
365 days
Chittur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹30,494
3 Mar 2026
6 Feb 2026
19 Feb 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
6 Feb 2026 - 9 Feb 2026
Tiling
55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
6.2:Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
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 <br>
Painting
13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
OD42593/2025-2026:ENGAGING HYDRAULIC EXCAVATOR INCLUDING ALL HIRING CHARGES,DRIVER,FUEL,LUBRICANTS FOR REMOVING DEBRIS,WEEDS AND MAJOR OBSTRUCTIONS FROM CANAL BEDS,DROPS PRIOR AND DURING DISTRIBUTIONS,RAINS ETC
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