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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAdmitted-Fee/PreQual/Technical/Finance 12 | KANNUR | KERALA | 670001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.9 L+₹7,635.49 (1.31%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.9 L+₹8,482.61 (1.45%)Admitted-Fee/PreQual/Technical/Finance KALLOORKAD GRAMA PANCHAYATH | IDUKKI | KERALA | 685501 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹6.0 L+₹19,498.43 (3.34%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹6.3 L+₹43,226.71 (7.40%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | E.S.ABOOBACKER L2 | MONCY ABRAHAM L1 | KOCHUMUTTOM L5 | RATHEESH RAJAN L4 | Mansoor P.M L3 | Abdul Shameer P S L6 | ABDUL RAHIM K S L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 276 | sqm | 35.61 ₹9,828.36 | 30 ₹8,280 Lowest | 37.75 ₹10,419 | 36.32 ₹10,024.32 | 35.66 ₹9,842.16 | 42.86 ₹11,829.36 | 37.75 ₹10,419 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 41.4 | cum | 6,675.49 ₹2,76,365.29 | 6,550 ₹2,71,170 Lowest | 7,077.17 ₹2,92,994.84 | 6,809.39 ₹2,81,908.75 | 6,685.06 ₹2,76,761.48 | 8,034 ₹3,32,607.6 | 7,077.17 ₹2,92,994.84 |
| 1.00 | OD18113/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORM WORK CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 47.56 | cum | 6,418.75 ₹3,05,307.84 | 6,400 ₹3,04,416 Lowest | 6,804.98 ₹3,23,678.87 | 6,547.49 ₹3,11,431.36 | 6,427.94 ₹3,05,744.97 | 7,725.49 ₹3,67,462.93 | 6,804.98 ₹3,23,678.87 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
15 Sept 2026, 2:00 pmClosed
AE
LID EW SECTION AYAVANA
refer boq
2026_LSGD_867502_1
14/AE/LIDEW/AYAV/26-27
Open Tender
Civil Works - Roads
Item Rate
LID EW SECTION AYAVANA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
₹21,186
14 Oct 2026
5 Sept 2026
17 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 276 | sqm | - | - |
| 1.002 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 41.4 | cum | - | - |
| 1.003 | OD18113/2026-2027:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORM WORK CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 47.57 | cum | - | - |
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