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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.7 L+₹6,562.95 (4.10%)Admitted-Fee/PreQual/Technical/Finance | ₹1.7 L+₹6,562.95 (4.10%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.7 L+₹7,906.88 (4.94%)Admitted-Fee/PreQual/Technical/Finance | ₹1.7 L+₹7,906.88 (4.94%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JINS GEORGE L3 | Faizal K P L2 | SATHEESH CHANDRAN L1 |
|---|---|---|---|---|---|---|
| 1.00CRASHBARRIER | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1.63 | cum | 441 ₹719.71 | 150 ₹244.8 Lowest | 350 ₹571.2 |
| 1.00 | OD511134/2025-2026:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3 | 34.65 | metre | 4,400 ₹1,52,460 | 4,370.21 ₹1,51,427.78 | 4,150 ₹1,43,797.5 Lowest |
| 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) | 1.63 | cum | 9,000 ₹14,688 Lowest | 9,100 ₹14,851.2 | 9,554 ₹15,592.13 |
Tender Value
₹1.7 L
EMD Value
₹4,230
Closing Date
1 Aug 2026, 6:00 pmClosed
Assistant Engineer
Asistant Egineer LIDEW Elikkulam GP
Annual Plan-P NO 323/25-26-CRASH BARRIER CONSTRUCTION ON MULACKALPEEDIKA EZHUKUNNU ROAD-
2026_LSGD_855977_2
6/01/AE/LID EW/ELKM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Elikkulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,230
Yes
4 Aug 2026
23 Jul 2026
3 Aug 2026
23 Jul 2026
1 Aug 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CRASHBARRIER | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
| 1.002 | OD511134/2025-2026:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3 | 1 | metre | - | - |
| 1.003 | 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 | cum | - | - |
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