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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | ₹3.1 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical MUNDAKANDAM CHERUVATHUR VILLAGE | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | RAJESH M L2 | PV SUKUMARAN L1 | VINOD AK L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of Road | ||||||
| 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 | 41.4 | cum | 44.11 ₹1,826.15 | 42.78 ₹1,771.09 | 46.35 ₹1,918.89 |
| 1.00 | 14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 <br> Stone/Boulder | 83.47 | cum | 2,450.54 ₹2.0 L | 2,376.88 ₹2.0 L | 2,575.19 ₹2.1 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 163.73 | cum | 531.12 ₹86,959.22 | 515.14 ₹84,342.84 | 558.12 ₹91,379.87 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.48 | cum | 7,324.82 ₹3,515.91 | 7,104.65 ₹3,410.23 | 7,697.41 ₹3,694.76 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1.44 | cum | 7,157.87 ₹10,307.33 | 6,942.72 ₹9,997.52 | 7,521.97 ₹10,831.64 |
| 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) | 0.12 | cum | 7,475.33 ₹897.04 | 7,250.63 ₹870.08 | 7,855.57 ₹942.67 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.86 | cum | 8,045.36 ₹6,951.19 | 7,803.53 ₹6,742.25 | 8,454.6 ₹7,304.77 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.09 | tonne | 81,729.52 ₹7,028.74 | 79,272.91 ₹6,817.47 | 85,886.86 ₹7,386.27 |
Tender Value
₹3.7 L
EMD Value
₹9,311
Closing Date
25 Feb 2026, 4:00 pmClosed
VINOD.P.V
AE Nileshwaram Municipality
NLR MLTY 2025-26 PRNO 453/26 -NLR MLTY 2025-26 PRO. NO 453/26 Construction of Cthamath Cherikkavalappil Road
2026_LSGD_836991_19
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
₹825
Yes
₹9,311
Yes
26 Mar 2026
17 Feb 2026
27 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
Construction of Road
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
14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 <br> Stone/Boulder
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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 <br> I. P.C.C grade M 10 <br> (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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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
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