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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Abhisankar VS L2 | PV SUKUMARAN L1 |
|---|---|---|---|---|---|
| 1.00Construction of Drainage | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 42.34 | cum | 47.28 ₹2,001.65 | 42.78 ₹1,811.13 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 7.06 | cum | 7,851.52 ₹55,400.33 | 7,104.65 ₹50,130.41 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 26.46 | cum | 7,672.57 ₹2.0 L | 6,942.72 ₹1.8 L |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 6.2 | cum | 8,623.88 ₹53,502.55 | 7,803.53 ₹48,413.10 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.56 | tonne | 87,606.49 ₹48,972.03 | 79,272.91 ₹44,313.56 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.21 | cum | 8,012.86 ₹17,668.36 | 7,250.63 ₹15,987.64 |
Tender Value
₹4.1 L
EMD Value
₹10,262
Closing Date
25 Feb 2026, 4:00 pmClosed
VINOD.P.V
AE Nileshwaram Municipality
NLR MLTY 2025-26 PR.NO 86/26 CONSTRCTION OF MUPPATHIL KANDAM DRAINAGE-NLR MLTY 2025-26 PR.NO 86/26 CONSTRCTION OF MUPPATHIL KANDAM DRAINAGE
2026_LSGD_836991_4
ET06/2025/AE/LID EW/NLR MLTY/2025-26
Open Tender
Civil Works - Roads
180 days
NILESHWARAM MUNICIPLATY
Please refer Tender documents.
12 documents required · 12 mandatory
₹905
Yes
₹10,262
Yes
26 Mar 2026
17 Feb 2026
27 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
Construction of Drainage
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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