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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.2 L+₹14,632.75 (2.43%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹7.2 L+₹1.2 L (19.6%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | subash k L1 | BINOY VARGHESE L2 | P SREEKUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00Irish drain | ||||||
| 1.00 | OD98725/2026-2027: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. | 13 | sqm | 29.07 ₹377.91 Lowest | 30 ₹390 | 34 ₹442 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.62 | cum | 7,266.7 ₹11,808.39 Lowest | 7,442 ₹12,093.25 | 8,700 ₹14,137.5 |
| 2.00SIDE PROTECTION | ||||||
| 2.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 4.55 | cum | 744.99 ₹3,389.7 Lowest | 763 ₹3,471.65 | 895 ₹4,072.25 |
| 2.00 | OD98821/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Modified 11.4.1.1 form work excluded) | 1.3 | cum | 7,120.15 ₹9,256.2 | 7,012 ₹9,115.6 Lowest | 8,200 ₹10,660 |
| 2.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 6.83 | cum | 6,958.32 ₹47,490.53 Lowest | 7,127 ₹48,641.78 | 8,340 ₹56,920.5 |
| 2.00 | OD98824/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete | 10.4 | metre | 276.85 ₹2,879.24 | 95 ₹988 Lowest | 111 ₹1,154.4 |
| 3.00INTERLOCK | ||||||
| 3.00 | 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. | 499.5 | sqm | 12.66 ₹6,323.67 Lowest | 13 ₹6,493.5 | 15 ₹7,492.5 |
Tender Value
₹7.6 L
EMD Value
₹19,047
Closing Date
10 Aug 2026, 6:00 pmClosed
Assistant Engineer
Mezhuveli GP
Mezhuveli GP 124/27 Nediyakala Koonajilimoodu Kulakkada road Pallinilkkunnathil bhagam interlock and irish drain ward 8
2026_LSGD_863511_8
ET1/AE/LIDEW/MGP/26-27
Open Tender
Civil Works - Roads
Item Rate
Mezhuveli GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,680
Yes
₹19,047
Yes
25 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Irish drain | |||||
| 1.001 | OD98725/2026-2027: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 | - | - |
| 1.002 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 2SIDE PROTECTION | |||||
| 2.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1 | cum | - | - |
| 2.002 | OD98821/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Modified 11.4.1.1 form work excluded) | - | cum | - | - |
| 2.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 2.004 | OD98824/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete | - | metre | - | - |
| 3INTERLOCK | |||||
| 3.001 | 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 | - | - |
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