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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.0 L+₹3,113.09 (1.05%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MD SANTHOSH L2 | SANDEEP K S L1 |
|---|---|---|---|---|---|
| 1.00Road Side Protection | |||||
| 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 | 18.9 | cum | 363.32 ₹6,866.75 | 359.54 ₹6,795.31 Lowest |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 17.64 | cum | 260.21 ₹4,590.1 | 257.5 ₹4,542.3 Lowest |
| 1.00 | 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. | 36.54 | cum | 321.65 ₹11,753.09 | 318.31 ₹11,631.05 Lowest |
| 1.00 | OD329919/2025-2026: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. | 3 | 1 meter | 1,432.27 ₹4,296.81 | 1,417.38 ₹4,252.14 Lowest |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 16 | hour | 349 ₹5,584 | 345.37 ₹5,525.92 Lowest |
| 1.01 | OD329923/2025-2026: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 | 37.17 | cum | 4,033.39 ₹1,49,921.11 | 3,991.46 ₹1,48,362.57 Lowest |
| 1.01 | OD329930/2025-2026: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) | 14.49 | cum | 7,781.53 ₹1,12,754.37 | 7,700.64 ₹1,11,582.27 Lowest |
| 1.01 | OD330080/2025-2026:Providing weep holes in Random Rubble masonry for ease of dissipation of seepage
water from upstream side all complete as per directions of engineer in charge
75 mm pipe 4 kgf/cm2 | 19.5 | metre | 190.01 ₹3,705.2 | 188.04 ₹3,666.78 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,413
Closing Date
4 Mar 2026, 5:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LIDEW SECTION, KAIPAMANGALAM GP
Kaipamangalam GP 2025-26 Project No 372/26 Aravusala Thodu Protection Ward-11
2026_LSGD_839294_4
ET5/AE/LSGD/KPLM/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,413
Yes
15 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
Road Side Protection
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
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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.
OD329919/2025-2026: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.
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD329923/2025-2026: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
OD329930/2025-2026: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)
OD330080/2025-2026:Providing weep holes in Random Rubble masonry for ease of dissipation of seepage water from upstream side all complete as per directions of engineer in charge 75 mm pipe 4 kgf/cm2
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