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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC VALLIKATTUKUZHIYIL H CHITTADY | KOZHIKODE | KERALA | 612906 | ₹5.0 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹5.3 L+₹26,055.36 (5.19%)Rejected-AOC | ₹5.3 L+₹26,055.36 (5.19%) | L2 | Rejected-AOC higher rate |
| Sl No | Description | Qty | Unit | SATHYAN P.K L2 | JACOB MATHEW L1 |
|---|---|---|---|---|---|
| 1.00Maintenanace | |||||
| 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. | 439.92 | sqm | 12.48 ₹5,490.2 | 12 ₹5,279.04 Lowest |
| 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. | 4.8 | cum | 51.48 ₹247.1 Lowest | 60 ₹288 |
| 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) | 65.99 | cum | 7,459.14 ₹4,92,213.73 | 6,990 ₹4,61,256.12 Lowest |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 0.5 | cum | 7,257.4 ₹3,628.7 | 7,000 ₹3,500 Lowest |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1.5 | cum | 7,421.3 ₹11,131.95 Lowest | 8,000 ₹12,000 |
| 1.01 | OD20087/2026-2027:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in
position and applying a priming coat of approved steel primer using structural steel etc. as
required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Data From DAR item No: 10.25.2 | 44 | kilogram | 143.41 ₹6,310.04 Lowest | 182 ₹8,008 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | 78,340 ₹9,400.8 Lowest | 1,00,300 ₹12,036 |
Tender Value
₹6.8 L
EMD Value
₹16,938
Closing Date
4 Jul 2026, 3:00 pmClosed
VENUGOPAL KG
The Assistant Engineer, LIDEW Section , Arakkulam Grama Panchayat
Annual Plan-Audit Karippalingade Road Miantenanace -Project No 48/2026-27 Arakulam G.P
2026_LSGD_857616_7
01/2026/AE/LIDEW/ARKLM Dated 27/06/26
Open Tender
Civil Works - Roads
Item Rate
270 days
ARAKKULAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,938
Yes
14 Aug 2026
27 Jun 2026
6 Jul 2026
27 Jun 2026
4 Jul 2026
27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenanace | |||||
| 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. | - | 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. | 1 | cum | - | - |
| 1.003 | 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) | 0.2 | cum | - | - |
| 1.004 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.005 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.006 | OD20087/2026-2027:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in
position and applying a priming coat of approved steel primer using structural steel etc. as
required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Data From DAR item No: 10.25.2 | - | kilogram | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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