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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-Finance KERALA KL | THRISSUR | KERALA | 679105 | ₹6.8 L | L1 | Accepted-Finance lowest |
| 2 | L2₹6.8 L+₹318.82 (0.05%)Rejected-Finance | ₹6.8 L+₹318.82 (0.05%) | L2 | Rejected-Finance high |
| Sl No | Description | Qty | Unit | HISHAM TRADERS L1 | SANAHULLA T P L2 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 375 | sqm | 14.7 ₹5,512.5 Lowest | 15 ₹5,625 |
| 1.00 | OD54763/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 125 | sqm | 33.75 ₹4,218.75 Lowest | 34 ₹4,250 |
| 1.00 | OD84679/2026-2027:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) (A)
By Mix in Place Method Construction of granular sub-base by providing well graded material,
spreading in uniform layers with motor grader on prepared surface, mixing by mix in place
method with rotavator at OMC, and compacting with Plate Vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 55.4 | cum | 3,034.9 ₹1,68,133.46 Lowest | 3,038 ₹1,68,305.2 |
| 1.00 | OD54764/2026-2027:(OD FROM 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) | 8.76 | cum | 8,446.62 ₹73,975.5 Lowest | 8,447 ₹73,978.83 |
| 1.00 | OD54765/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. (Modified from MORTH 55.23) | 431.2 | sqm | 985.29 ₹4,24,857.05 Lowest | 985.29 ₹4,24,857.05 Lowest |
Tender Value
₹1.3 L
EMD Value
₹16,917
Closing Date
20 Aug 2026, 3:00 pmClosed
ASSISTANTENGINEER
AE/LID/EW Karuvarakundu GP
Annual Plan-2026-27 - Karuvarakundu GP - Mukkatta parapally road interlocking ward 2-Project No 80/27
2026_LSGD_865110_3
ET2/27/AE/LIDEW/KKD
Open Tender
Civil Works - Roads
Item Rate
270 days
KARUVARAKUNDU
Please refer tender documents
9 documents required · 9 mandatory
₹1,495
Yes
₹16,917
20 Sept 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
20 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | - | sqm | - | - |
| 1.002 | OD54763/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | sqm | - | - |
| 1.003 | OD84679/2026-2027:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) (A)
By Mix in Place Method Construction of granular sub-base by providing well graded material,
spreading in uniform layers with motor grader on prepared surface, mixing by mix in place
method with rotavator at OMC, and compacting with Plate Vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.004 | OD54764/2026-2027:(OD FROM 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) | 1 | cum | - | - |
| 1.005 | OD54765/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. (Modified from MORTH 55.23) | 1 | sqm | - | - |
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