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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₹6.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.4 L+₹5,067.69 (0.80%)Admitted-Fee/PreQual/Technical/Finance PARAYIL THIKIDIMAYIL ROAD NAVIKARANAM | MALAPPURAM | KERALA | 670612 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.3 L+₹89,595.59 (14.1%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.3 L+₹96,513.16 (15.1%)Admitted-Fee/PreQual/Technical/Finance KURUPPANTHARA PO KOTTAYAM PIN 686603 | KOTTAYAM | KOTTAYAM | KERALA | 686603 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Johny Joseph, Panakuzhy Constructions L3 | JOHNSON JOSE L2 | JOSEMON THOMAS L1 | Mithra enterprises L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road maintenance | |||||||
| 1.00 | OD207559/2026-2027:Surface dressing of ground including removing vegetataions and in equalities not exceeding
15cm deep and disposal of rubbish ,lead up to 50m and lift up to 1.50m | 496.8 | sqm | 30.63 ₹15,216.98 | 27.07 ₹13,448.38 | 26.86 ₹13,344.05 Lowest | 30 ₹14,904 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 108.54 | cum | 566.54 ₹61,492.25 | 500.66 ₹54,341.64 | 496.72 ₹53,913.99 Lowest | 565 ₹61,325.1 |
| 1.00 | OD207563/2026-2027:Granular sub-base/base/surface course with local materials ( QUARRY MUCK) (Table 400.13)
by mix in place method normal. Construction of granular sub-base by providing local material
spreading in uniform layers on prepared surface, mixing by mix in place method and
compacting by three wheel 80-100 KN static roller to achieve the desired density complete as
per Clause 401.4 as per Technical Specification Clause 408. Using Quarry waste (with power
roller) (MORD) | 66.96 | cum | 1,016.07 ₹68,036.05 | 897.92 ₹60,124.72 | 890.84 ₹59,650.65 Lowest | 1,027 ₹68,767.92 |
| 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) | 70.78 | cum | 8,224.83 ₹5,82,194.59 | 7,268.45 ₹5,14,497.23 | 7,211.07 ₹5,10,435.59 Lowest | 8,319 ₹5,88,860.42 |
Tender Value
₹8.5 L
EMD Value
₹21,132
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
O/O A.E, L.I.D and E.W Section, Kaduthuruthy G.P
Concrete work for Varikkam thotty - Muppathy Road in W-14 of Kaduthuruthy G.P
2026_LSGD_881898_9
ET2/AE/LID and EW/KDTY/2026-27/286
Open Tender
Civil Works - Roads
Item Rate
180 days
Kaduthuruthy
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,865
₹21,132
4 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
31 Oct 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | OD207559/2026-2027:Surface dressing of ground including removing vegetataions and in equalities not exceeding
15cm deep and disposal of rubbish ,lead up to 50m and lift up to 1.50m | 496.8 | sqm | - | - |
| 1.002 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 108.54 | cum | - | - |
| 1.003 | OD207563/2026-2027:Granular sub-base/base/surface course with local materials ( QUARRY MUCK) (Table 400.13)
by mix in place method normal. Construction of granular sub-base by providing local material
spreading in uniform layers on prepared surface, mixing by mix in place method and
compacting by three wheel 80-100 KN static roller to achieve the desired density complete as
per Clause 401.4 as per Technical Specification Clause 408. Using Quarry waste (with power
roller) (MORD) | 66.96 | cum | - | - |
| 1.004 | 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) | 70.79 | cum | - | - |
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