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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | ₹1.9 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹2.1 L+₹20,662.16 (10.9%)Rejected-AOC | ₹2.1 L+₹20,662.16 (10.9%) | L2 | Rejected-AOC Agreement executed |
| 3 | L3₹2.1 L+₹25,065.10 (13.2%)Rejected-Finance | ₹2.1 L+₹25,065.10 (13.2%) | L3 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | sruthy L1 | K B Sugathan L3 | P.K.MURALEEDHARAKURUP L2 |
|---|---|---|---|---|---|---|
| 1.00DR | ||||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 19.37 | cum | 895 ₹17,337.05 | 774 ₹14,993.15 Lowest | 941 ₹18,228.11 |
| 1.00 | OD451473/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site | 38.65 | cum | 3,700 ₹1,42,990.2 Lowest | 4,500 ₹1,73,907 | 4,258 ₹1,64,554.67 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.9 | cum | 9,000 ₹17,082 | 8,000 ₹15,184 Lowest | 9,186 ₹17,435.03 |
| 1.00 | OD478327/2025-2026: Filling with Contractor's 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 1.50 m as per direction of Engineer-in-charge | 26.83 | cum | 460 ₹12,341.8 | 400 ₹10,732 | 380 ₹10,195.4 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,264
Closing Date
9 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
THUMPAMON GP
Annual Plan-2025 26 Thumpamon GP Pro No 183/26-Construction of Side wall at Thadathil vilayil colony road ward 10
2026_LSGD_842244_2
ET6/AE/TMGP/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thumpamon
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹5,264
Yes
5 Jun 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD451473/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD478327/2025-2026: Filling with Contractor's 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 1.50 m as per direction of Engineer-in-charge
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