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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₹7.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.3 L+₹26,343.34 (3.77%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.4 L+₹42,997.78 (6.15%)Admitted-Fee/PreQual/Technical/Finance ULLOOR MCPO TVPM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695011 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.6 L+₹61,847.08 (8.85%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.7 L+₹73,583.52 (10.5%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sathikumar L4 | SAJINI S S L2 | Madhu j L6 | TONY K LAL L1 | AJITHKUMAR M L5 | MIDHUN M L7 | CHRISTUDAS P L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00INTERLOCK | ||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 592.8 | sqm | 14.73 ₹8,731.94 | 14.04 ₹8,322.91 Lowest | 16.36 ₹9,698.21 | 15 ₹8,892 | 14.95 ₹8,862.36 | 16.69 ₹9,893.83 | 14.4 ₹8,536.32 |
| 1.00 | OD223843/2026-2027:Filling soil gravel mix/GSB | 59.28 | cum | 1,946.92 ₹1,15,413.42 | 1,598.63 ₹94,766.79 Lowest | 1,863.2 ₹1,10,450.5 | 1,700 ₹1,00,776 | 1,702.78 ₹1,00,940.8 | 1,900.46 ₹1,12,659.27 | 1,639 ₹97,159.92 |
| 1.00 | OD223845/2026-2027:OD for 6.7.1 Interlocking Concrete Block Pavement
Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 561.6 | 1 sqm | 1,084.62 ₹6,09,122.59 | 1,061.17 ₹5,95,953.07 | 1,236.8 ₹6,94,586.88 | 1,000 ₹5,61,600 Lowest | 1,130.31 ₹6,34,782.1 | 1,261.54 ₹7,08,480.86 | 1,085 ₹6,09,336 |
| 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) | 3.23 | cum | 8,452.73 ₹27,336.13 | 8,057.38 ₹26,057.57 Lowest | 9,390.88 ₹30,370.11 | 8,500 ₹27,489 | 8,582.33 ₹27,755.26 | 9,578.7 ₹30,977.52 | 8,263 ₹26,722.54 |
Tender Value
₹8.5 L
EMD Value
₹21,128
Closing Date
29 Oct 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AEE
OFFICE OF AEE NEYYATTINKARA MUNICIPALITY
Annual Plan-349/26-27-SECOND PHASE INTERLOCK OF PICHANVILA ROAD IN OLATHANNI WARD OF NEYYATTINKARA MUNICIPALITY - General Civil Work
2026_LSGD_881126_30
E5/AEE/LSGD/2026 SECOND
Open Tender
Civil Works - Roads
Item Rate
180 days
NEYYATTINKARA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹21,128
Yes
5 Nov 2026
23 Oct 2026
2 Nov 2026
23 Oct 2026
29 Oct 2026
23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCK | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 592.8 | sqm | - | - |
| 1.002 | OD223843/2026-2027:Filling soil gravel mix/GSB | 59.28 | cum | - | - |
| 1.003 | OD223845/2026-2027:OD for 6.7.1 Interlocking Concrete Block Pavement
Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 561.6 | 1 sqm | - | - |
| 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) | 3.23 | cum | - | - |
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