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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.6 L+₹341.92 (0.13%)Admitted-Fee/PreQual/Technical/Finance PERUMKUNNAPALA HOUSE NELLIPARAMBA KUTTIYERI 670141 | KUTTIYERI | KANNUR | KERALA | 670141 | ₹2.6 L+₹341.92 (0.13%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P PRABHAKARAN L2 | BIJU E P L1 |
|---|---|---|---|---|---|
| 1.00Maintance | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 29.1 | cum | 50.5 ₹1,469.55 | 50.25 ₹1,462.28 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) | 29.1 | cum | 8,795 ₹2,55,934.5 | 8,783.5 ₹2,55,599.85 Lowest |
Tender Value
₹2.6 L
EMD Value
₹6,524
Closing Date
14 Sept 2026, 10:00 amClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID and EW Section Pattuvam GP
PATTUVAM GP PRO. NO. 110/2026-27-MAINTENANCE WORKS TO P A T T U V A M U P S C H O O L VELICHANKEEL ROAD
2026_LSGD_866944_4
01/2026/AE/LID AND EW/PTVM
Open Tender
Civil Works - Roads
Item Rate
180 days
PATTUVAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹575
Yes
₹6,524
Yes
14 Sept 2026
1 Sept 2026
14 Sept 2026
1 Sept 2026
14 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintance | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | 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) | - | cum | - | - |
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