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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.7 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | ₹36.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹37.7 L+₹1.0 L (2.79%)Rejected-AOC | ₹37.7 L+₹1.0 L (2.79%) | L2 | Rejected-AOC L2 |
| 3 | L3₹37.8 L+₹1.1 L (2.96%)Rejected-AOC | ₹37.8 L+₹1.1 L (2.96%) | L3 | Rejected-AOC L3 |
| 4 | L4₹41.1 L+₹4.4 L (12.1%)Rejected-AOC | ₹41.1 L+₹4.4 L (12.1%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L1 | SUNIL KUMAR T C L2 | sabiq va L4 | ALI MOHAMMED E I L3 |
|---|---|---|---|---|---|---|---|
| 1.00Side protection wall | |||||||
| 1.00 | OD358349/2025-2026: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 | 34 | hour | 394.75 ₹13,421.5 | 350 ₹11,900 Lowest | 442.2 ₹15,034.8 | 387.46 ₹13,173.64 |
| 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 | 266.4 | cum | 311.52 ₹82,988.93 Lowest | 330 ₹87,912 | 348.96 ₹92,962.94 | 320.16 ₹85,290.62 |
| 1.00 | OD358348/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 599.4 | cum | 3,455.74 ₹20,71,370.56 Lowest | 3,570 ₹21,39,858 | 3,874.06 ₹23,22,111.56 | 3,594.11 ₹21,54,309.53 |
| 1.00 | OD358347/2025-2026: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) | 222 | cum | 6,672.09 ₹14,81,203.98 Lowest | 6,800 ₹15,09,600 | 7,474.13 ₹16,59,256.86 | 6,779.95 ₹15,05,148.9 |
| 1.00 | 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 | 29.6 | cum | 631.65 ₹18,696.84 | 700 ₹20,720 | 707.5 ₹20,942 | 619.97 ₹18,351.11 Lowest |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
27 Jan 2026, 2:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID AND EW Section Eriyad Grama Panchayat
2025-26 Eriyad GP-Blangachal thodu side protection PRO. NO 393/25
2026_LSGD_828242_1
06/2025/AE/LID AND EW/ERD
Open Tender
Civil Works - Others
Item Rate
Eriyad Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
11 Mar 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Side protection wall
OD358349/2025-2026: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
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
OD358348/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD358347/2025-2026: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)
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
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