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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1l1₹4.2 LAccepted-AOC | l1l1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SUNILKUMAR L2 | A SURESH KUMAR L1 |
|---|---|---|---|---|---|
| 1.00Compound wall | |||||
| 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 | 12.9 | cum | 367.72 ₹4,743.59 | 367 ₹4,734.3 Lowest |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 5 | cum | 2,598.49 ₹12,992.45 | 2,598 ₹12,990 Lowest |
| 1.00 | OD60921/2025-2026: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 | 9.4 | cum | 4,082.21 ₹38,372.77 | 4,082 ₹38,370.8 Lowest |
| 1.00 | OD60985/2025-2026:DR with Departmental. Stone - 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 | 3.5 | cum | 1,754.01 ₹6,139.04 | 1,754 ₹6,139 Lowest |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 0.75 | cum | 9,977.73 ₹7,483.3 | 9,977 ₹7,482.75 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 45 | kilogram | 114.92 ₹5,171.4 | 114 ₹5,130 Lowest |
| 1.01 | 7.1.1: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) | 12.55 | cum | 8,528.9 ₹1,07,037.7 | 8,528 ₹1,07,026.4 Lowest |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 8.01 | cum | 7,815.17 ₹62,599.51 | 7,815 ₹62,598.15 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 107.4 | sqm | 377.98 ₹40,595.05 | 377 ₹40,489.8 Lowest |
Tender Value
Refer Docs
EMD Value
₹10,575
Closing Date
15 Jul 2025, 6:00 pmClosed
AEE
Office of the Assistant Executive Engineer, LIDand EW Subdivision,Nedumangad block panchayath
Annual Plan-2025-26 Nedumangadu BP- Attukal LPS Arch Construction And Compound Wall in Panavoor G P
2025_LSGD_774499_1
06/AEE/NDDBP/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Panavoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,575
Yes
17 Nov 2025
5 Jul 2025
16 Jul 2025
5 Jul 2025
15 Jul 2025
5 Jul 2025
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