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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ANANTHU M S L1 | MT Satheesh L2 |
|---|---|---|---|---|---|
| 1.00retaining wall | |||||
| 1.00 | 15.9.1: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 Lime Mortar | 30.59 | cum | 1,190 ₹36,406.86 Lowest | 1,200 ₹36,712.8 |
| 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 | 14.81 | cum | 354 ₹5,242.74 Lowest | 400 ₹5,924 |
| 1.00 | OD215309/2025-2026:DRY RUBBLE MASONRY _ USING DEPARTMENTAL 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 labour charges etc. complete as per direction of Departmental officers at site | 25.64 | cum | 1,713 ₹43,919.61 Lowest | 2,000 ₹51,278 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.5 | cum | 7,930 ₹11,895 Lowest | 8,000 ₹12,000 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 17.55 | cum | 8,360 ₹1,46,718 Lowest | 9,000 ₹1,57,950 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.54 | cum | 9,230 ₹4,965.74 Lowest | 9,500 ₹5,111 |
| 1.01 | 50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall | 16.9 | metre | 260 ₹4,394 Lowest | 300 ₹5,070 |
Tender Value
₹2.5 L
EMD Value
₹6,352
Closing Date
19 Mar 2026, 11:00 amClosed
Assistant Engineer ,
Office of the Assistant Engineer, LID and EW Section, Vengola GP.
Vengola GP Pro.No 479/2025 26-VELLARAMPARAKKUZHY ST GRAMAM RETAINING WALL CONSTRUCTION WAR D16
2026_LSGD_846180_1
15/ET/AE/LID EW/VGLA/2025-26
Open Tender
Civil Works - Others
Item Rate
VENGOLA
Please refer Tender documents.
10 documents required · 10 mandatory
₹565
Yes
₹6,352
Yes
29 Sept 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
11 Mar 2026 - 19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1retaining wall | |||||
| 1.001 | 15.9.1: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 Lime Mortar | 30.59 | cum | - | - |
| 1.002 | 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 | 14.81 | cum | - | - |
| 1.003 | OD215309/2025-2026:DRY RUBBLE MASONRY _ USING DEPARTMENTAL 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 labour charges etc. complete as per direction of Departmental officers at site | 25.64 | cum | - | - |
| 1.004 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.5 | cum | - | - |
| 1.005 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 17.55 | cum | - | - |
| 1.006 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.54 | cum | - | - |
| 1.007 | 50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall | 16.9 | metre | - | - |
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