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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₹4.3 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹4.4 L+₹13,788.17 (3.20%)Accepted-Finance PARAMBIL HOUSE KONDURKKARA PO AE | THRISSUR | KERALA | 679105 | L2 | Accepted-Finance L2 | |
| 3 | L3₹4.5 L+₹18,978.48 (4.40%)Rejected-Finance MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L3 | Rejected-Finance L3 | |
| 4 | L4₹4.6 L+₹31,270.01 (7.25%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹4.6 L+₹31,873.35 (7.39%)Rejected-Finance MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | CNTRACTOR L1 | RAMESH KUMAR L3 | ABDUL JALEEL P S L2 | MUHAMMED ALI P.S. L4 | Subhash M-Works contractor,Peringode L5 |
|---|---|---|---|---|---|---|---|---|
| 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. | 196.8 | sqm | 14.92 ₹2,936.26 Lowest | 15.5 ₹3,050.4 | 15.4 ₹3,030.72 | 16.01 ₹3,150.77 | 16.01 ₹3,150.77 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 11.93 | cum | 62.29 ₹742.81 Lowest | 65 ₹775.13 | 64.31 ₹766.9 | 66.84 ₹797.07 | 67 ₹798.98 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 29.02 | cum | 2,315 ₹67,192.88 Lowest | 2,419 ₹70,211.48 | 2,390.17 ₹69,374.68 | 2,484.07 ₹72,100.13 | 2,485 ₹72,127.13 |
| 1.00 | OD196198/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlockcobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 215.25 | sqm | 1,124.35 ₹2,42,016.34 Lowest | 1,174 ₹2,52,703.5 | 1,160.78 ₹2,49,857.9 | 1,206.39 ₹2,59,675.45 | 1,209 ₹2,60,237.25 |
| 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) | 12.97 | cum | 8,913.41 ₹1,15,598.01 Lowest | 9,314 ₹1,20,793.27 | 9,202.24 ₹1,19,343.85 | 9,563.75 ₹1,24,032.27 | 9,564 ₹1,24,035.52 |
| 1.01 | OD187150/2026-2027:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET ANDA SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGESETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | 2,650 ₹2,650 | 2,581 ₹2,581 | 2,550.42 ₹2,550.42 Lowest | 2,650.62 ₹2,650.62 | 2,660 ₹2,660 |
Tender Value
₹4.6 L
EMD Value
₹11,560
Closing Date
31 Oct 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 Assistant Engineer, LID EW Section, Nagalassery Gramapanchayath, Koottanad- Palakkad
Annual Plan 2026-2027, Nagalassery Gramapanchayath, Project No- 309, Vavannur - Cheruchalpram Road Interlocking Ward 6
2026_LSGD_880580_31
03-AE-LIDEW-NGP-2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of Assistant Engineer, Nagalassery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,020
Yes
₹11,560
Yes
7 Nov 2026
22 Oct 2026
2 Nov 2026
22 Oct 2026
31 Oct 2026
22 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. | 196.8 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 11.93 | cum | - | - |
| 1.003 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 29.03 | cum | - | - |
| 1.004 | OD196198/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlockcobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 215.25 | sqm | - | - |
| 1.005 | 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) | 12.97 | cum | - | - |
| 1.006 | OD187150/2026-2027:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET ANDA SIZE OF 90 cm x 60 cm INCLUDING ALL OTHER MATERILAS, LABOUR CHARGESETC. COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | - | - |
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