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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.2 L+₹54,226.83 (20.3%)Admitted-Fee/PreQual/Technical/Finance RAJEEV MANDIRAM NEDIYARA PO ANCHAL AE | ALAPPUZHA | KERALA | 686102 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.4 L+₹70,849.61 (26.5%)Admitted-Fee/PreQual/Technical/Finance KAITHADI THOONGARAVALLY ROAD W 1 | THRISSUR | KERALA | 680667 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJEEV CONTRACTOR L2 | HAREES L3 | Panayil Contractors L1 |
|---|---|---|---|---|---|---|
| 1.00Renovation of Alumbara Road | ||||||
| 1.00 | OD148960/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3.6 | cum | 8,222.51 ₹29,601.04 | 8,655 ₹31,158 | 6,837.66 ₹24,615.58 Lowest |
| 1.00 | OD115303/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
inequalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50 m and lift up to 1.5
m | 28 | sqm | 34.91 ₹977.48 | 30 ₹840 | 29.03 ₹812.84 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 27.9 | cum | 9,076.5 ₹2,53,234.35 | 9,550 ₹2,66,445 | 7,547.83 ₹2,10,584.46 Lowest |
| 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) | 4.2 | cum | 9,085.56 ₹38,159.35 | 9,560 ₹40,152 | 7,555.36 ₹31,732.51 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
23 Sept 2026, 10:00 amClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER
Renovation of Alumbara Road ward-2 in Edamulackal GramaPanchayat
2026_LSGD_868185_2
AE/LIDEW/EDML/SEP/26
Open Tender
Civil Works - Roads
Item Rate
180 days
EDAMULACKAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,473
Yes
24 Sept 2026
9 Sept 2026
24 Sept 2026
9 Sept 2026
23 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation of Alumbara Road | |||||
| 1.001 | OD148960/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3.6 | cum | - | - |
| 1.002 | OD115303/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
inequalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50 m and lift up to 1.5
m | 28 | sqm | - | - |
| 1.003 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 27.9 | 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) | 4.2 | cum | - | - |
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