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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.3 L+₹19,789.46 (3.25%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹6.6 L+₹47,954.02 (7.88%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.8 L+₹67,885.36 (11.2%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹6.8 L+₹69,162.73 (11.4%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | C. UDAYAN L1 | SANTHOSHKUMAR V V L3 | SANDYA.M L5 | AJITHKUMAR.C L4 | ADUKATH VEETIL SREEDHARAN L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00DRAINAGE CONSTRUCTION | ||||||||
| 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 | 130.35 | cum | 40 ₹5,214 Lowest | 49.88 ₹6,501.86 | 66 ₹8,603.1 | 66 ₹8,603.1 | 51 ₹6,647.85 |
| 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 | 18.12 | cum | 7,600 ₹1,37,712 Lowest | 8,214 ₹1,48,837.68 | 8,350 ₹1,51,302 | 8,350 ₹1,51,302 | 8,000 ₹1,44,960 |
| 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) | 51.09 | cum | 7,400 ₹3,78,103 Lowest | 8,027.3 ₹4,10,154.89 | 8,300 ₹4,24,088.5 | 8,275 ₹4,22,811.13 | 7,500 ₹3,83,212.5 |
| 1.00 | 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) | 4.81 | cum | 9,000 ₹43,272 | 8,383.06 ₹40,305.75 Lowest | 8,950 ₹43,031.6 | 8,950 ₹43,031.6 | 8,600 ₹41,348.8 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.25 | tonne | 77,000 ₹19,558 Lowest | 91,650.91 ₹23,279.33 | 94,345 ₹23,963.63 | 94,345 ₹23,963.63 | 94,485.47 ₹23,999.31 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 2.9 | cum | 8,600 ₹24,940 Lowest | 9,542.59 ₹27,673.51 | 9,301 ₹26,972.9 | 9,301 ₹26,972.9 | 9,800 ₹28,420 |
Tender Value
₹6.8 L
EMD Value
₹16,927
Closing Date
20 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of Assistant Engineer LSGD Section Pullur Periya GP
PROJECT NO-369/25-26-CONSTRUCTION OF DRAINAGE AT VILLARAMPATHI NALAKRA VAKKUZHI POLLAKKADA ROAD IN PULLUR PERIYA GP
2026_LSGD_835960_7
AE/LIDEW/PP/05/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
PULLUR PERIYA
Please refer tender documents
7 documents required · 7 mandatory
₹1,495
Yes
₹16,927
Yes
15 Jun 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
DRAINAGE CONSTRUCTION
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
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)
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
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