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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC LID AND EW SECTION VELLIYAMATTOM GP RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | ₹2.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.0 L+₹5,230.22 (1.78%)Rejected-Finance ERATTUPETTA BLOCK PANCHAYATH KERALA | ₹3.0 L+₹5,230.22 (1.78%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.2 L+₹28,421.31 (9.66%)Rejected-Finance | ₹3.2 L+₹28,421.31 (9.66%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.4 L+₹41,865.31 (14.2%)Rejected-Finance | ₹3.4 L+₹41,865.31 (14.2%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SUNNY K A L3 | STAR CONSTRUCTIONS L2 | BHARATH ENGINEERING SERVICE L1 | JENS MICHAEL L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road maintenance | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 21.61 | cum | 64.17 ₹1,386.46 | 59.55 ₹1,286.64 | 58.51 ₹1,264.17 Lowest | 66.84 ₹1,444.15 |
| 1.00 | OD491222/2025-2026:DRY RUBBLE MASONRY with hard stone, including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 55.89 | cum | 3,993.81 ₹2,23,230.02 | 3,706.76 ₹2,07,185.64 | 3,642.02 ₹2,03,567.07 Lowest | 4,160.22 ₹2,32,531.34 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 9.3 | cum | 8,819.27 ₹82,045.67 | 8,185.38 ₹76,148.59 | 8,042.43 ₹74,818.73 Lowest | 9,186.73 ₹85,464.15 |
| 1.00 | OD496325/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 16.39 | cum | 445.75 ₹7,306.29 | 413.71 ₹6,781.12 | 406.48 ₹6,662.61 Lowest | 464.32 ₹7,610.67 |
| 1.00 | OD492326/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 27.29 | cum | 318.49 ₹8,691.27 | 295.6 ₹8,066.63 | 290.44 ₹7,925.82 Lowest | 331.76 ₹9,053.4 |
Tender Value
₹3.4 L
EMD Value
₹8,403
Closing Date
6 Mar 2026, 5:00 pmClosed
Assistant Engineer
o/o the Assistant Engineer LID and EW section Muttom GP
Annual Plan-2025-26 Ellumpuram sam nagar road maintenance ward 8-Proj no-221/26
2026_LSGD_841567_1
34/AE/LSGD/PLAN/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Muttom GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹745
Yes
₹8,403
Yes
21 Jul 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
27 Feb 2026 - 6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.002 | OD491222/2025-2026:DRY RUBBLE MASONRY with hard stone, including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 1 | cum | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | OD496325/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 1 | cum | - | - |
| 1.005 | OD492326/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
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