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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.1 L+₹3,126.39 (0.61%)Rejected-AOC ERINJAD GRAMA PANCHAYATH | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical 533400.00 |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L1 | Ranjith T L2 | MOHAMED SAGEER P A L3 |
|---|---|---|---|---|---|---|
| 1.00Side protection wall | ||||||
| 1.00 | OD329361/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete (60.2.2) | 21 | hour | 395.66 ₹8,308.86 | 393.47 ₹8,262.87 Lowest | 400 ₹8,400 |
| 1.00 | OD329369/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. ( 60.1.2) | 10 | metre | 1,733.07 ₹17,330.7 | 1,224.09 ₹12,240.9 | 1,200 ₹12,000 Lowest |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 27 | cum | 217 ₹5,859 Lowest | 310.51 ₹8,383.77 | 350 ₹9,450 |
| 1.00 | OD329362/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 27 | cum | 3,411.64 ₹92,114.28 | 3,343.75 ₹90,281.25 Lowest | 3,700 ₹99,900 |
| 1.00 | OD329360/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)( Modified Data 7.1.1) | 56.25 | cum | 6,597.23 ₹3,71,094.19 Lowest | 6,650.51 ₹3,74,091.19 | 6,800 ₹3,82,500 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 18 | cum | 373.24 ₹6,718.32 Lowest | 629.6 ₹11,332.8 | 650 ₹11,700 |
| 1.01 | 2.25: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 | cum | 276.42 ₹7,463.34 | 274.9 ₹7,422.3 Lowest | 350 ₹9,450 |
Tender Value
₹5.9 L
EMD Value
₹14,829
Closing Date
15 Oct 2025, 10:30 amClosed
Assistant Engineer
O/o Assistant Executive Engineer LSGD Sub Division Mathilakam P O Mathilakam Thrissur PIN 680 685
Side protection wall
2025_LSGD_806812_1
04/25-26
Open Tender
Civil Works - Others
Percentage
270 days
Mathilakam
7 documents required · 7 mandatory
₹1,310
Yes
₹14,829
Yes
1 Nov 2025
8 Oct 2025
16 Oct 2025
8 Oct 2025
15 Oct 2025
8 Oct 2025
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