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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹9.3 L+₹64,500 (7.45%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹9.6 L+₹94,200 (10.9%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹9.9 L+₹1.2 L (14.4%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹11.5 L+₹2.9 L (33.1%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Sumesh Sukumaran L4 | KDLCCSQ1182 L5 | ARTIX DEVELOPERS L1 | MUHAMMED SHAJAR S L2 | SarDe Traffic Infra Pvt Ltd L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00PROVIDING CRASH BARRIER IN ACCIDENT PRONE ZONES | ||||||||
| 1.00 | 55.38a: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 Structural Steel c section 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 structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 300 | metre | 3,300 ₹9,90,000 | 3,841 ₹11,52,300 | 2,885 ₹8,65,500 Lowest | 3,100 ₹9,30,000 | 3,199 ₹9,59,700 |
Tender Value
₹12.0 L
EMD Value
₹30,041
Closing Date
8 Jan 2026, 2:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, Roads Sub Division, Kottarakkara
The work is proposed for providing W beam crash barrier at required locations in TS road from ch 43/000 to 52/000. Frequent accidents are being reported in this road stretch.
2025_PWD_824726_1
PWD/RB/TR/14687/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Roads Sub Division, Kottarakkara
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹30,041
13 Feb 2026
31 Dec 2025
12 Jan 2026
31 Dec 2025
8 Jan 2026
31 Dec 2025
PROVIDING CRASH BARRIER IN ACCIDENT PRONE ZONES
55.38a: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 Structural Steel c section 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 structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.
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