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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Fee/PreQual/Technical/Finance GOPURATNINKAL HOUSE ERUMATHATA PO KEEZHUMAD ALUVA | ERNAKULAM | KERALA | 680667 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.8 L+₹6,306.03 (1.69%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.8 L+₹8,903.28 (2.38%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AZHAR C I L3 | A S SHAJAHAN L2 | LIJO POULOSE L1 |
|---|---|---|---|---|---|---|
| 1.00Drain | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 10.96 | cum | 398.67 ₹4,369.42 | 395.97 ₹4,339.83 | 389.4 ₹4,267.82 Lowest |
| 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 | 10.96 | cum | 8,128.32 ₹89,086.39 | 8,073.14 ₹88,481.61 | 7,939.2 ₹87,013.63 Lowest |
| 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) | 32.88 | cum | 7,943.56 ₹2,61,184.25 | 7,889.64 ₹2,59,411.36 | 7,758.74 ₹2,55,107.37 Lowest |
| 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) | 2.74 | cum | 8,295.62 ₹22,730 | 8,239.3 ₹22,575.68 | 8,102.6 ₹22,201.12 Lowest |
| 2.00Name board | ||||||
| 2.00 | OD181706/2026-2027:Providing name board of average size 90 cm × 60 cm with 50 mm GI Pipe post including bottom concreting as detailed below.
Earthwork excavation in all classes of soil, PCC 1:4:8 10 cm thick, bottom pedestal of size 30 × 30 × 45 cm in CC 1:2:4, 50 mm GI Pipe as main post of average length 145 cm, support struts with 25 mm GI Pipe, 2 nos. 50 cm, 1 mm thick MS sheet board and frame with 40 × 40 × 5 mm angle iron and 3 mm thick MS gusset plates at junctions, over all painting with synthetic enamel paint and with synthetic enamel paint. | 1 | each | 5,254.16 ₹5,254.16 | 5,218.49 ₹5,218.49 | 5,131 ₹5,131 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
3 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer LID EW SUB DIVISION, Vazhakulam Block Panchayath
VBP 156/26-27 KUNDOPADAM THODU PROTECTION-KEEZHMAD GP WARD 5 DIV 2
2026_LSGD_881865_2
04/2026-27/AE/LSGD/VKLM
Open Tender
Civil Works - Others
Item Rate
180 days
VAZHAKKULAM BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
6 Nov 2026
27 Oct 2026
5 Nov 2026
27 Oct 2026
3 Nov 2026
27 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 10.96 | cum | - | - |
| 1.002 | 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 | 10.96 | cum | - | - |
| 1.003 | 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) | 32.88 | cum | - | - |
| 1.004 | 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) | 2.74 | cum | - | - |
| 2Name board | |||||
| 2.001 | OD181706/2026-2027:Providing name board of average size 90 cm × 60 cm with 50 mm GI Pipe post including bottom concreting as detailed below.
Earthwork excavation in all classes of soil, PCC 1:4:8 10 cm thick, bottom pedestal of size 30 × 30 × 45 cm in CC 1:2:4, 50 mm GI Pipe as main post of average length 145 cm, support struts with 25 mm GI Pipe, 2 nos. 50 cm, 1 mm thick MS sheet board and frame with 40 × 40 × 5 mm angle iron and 3 mm thick MS gusset plates at junctions, over all painting with synthetic enamel paint and with synthetic enamel paint. | 1 | each | - | - |
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