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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.7 L+₹49,763.43 (5.40%)Admitted-Fee/PreQual/Technical/Finance OTTAKANDATHIL HOUSE PARAVOOTHARA CHENDAMANGALAM P O PIN 683512 | CHENDAMANGALAM | ERNAKULAM | KERALA | 683512 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VISHNUDAS K R L1 | BIJU.O.P L2 |
|---|---|---|---|---|---|
| 1.00concreting of road and side protection | |||||
| 1.00 | OD86002/2026-2027:Filling up low lying and waterlogged areas with local material/quarry muck, spreading in layers,
levelling the top at site, and consolidation by ramming etc for improving CBR of subgrade.
Materia | 26.1 | cum | 1,724.27 ₹45,003.45 Lowest | 1,800 ₹46,980 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 28.8 | cum | 3,157.63 ₹90,939.74 Lowest | 3,300 ₹95,040 |
| 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) | 43.8 | cum | 9,047.31 ₹3,96,272.18 Lowest | 9,550 ₹4,18,290 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 20.8 | cum | 417.66 ₹8,687.33 Lowest | 440 ₹9,152 |
| 1.00 | OD86185/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including
conveyance of material and labour charges etc. complete as per direction of departmental
officers at site | 61.36 | cum | 3,935.57 ₹2,41,486.58 Lowest | 4,155 ₹2,54,950.8 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.6 | cum | 8,515.38 ₹22,139.99 Lowest | 9,000 ₹23,400 |
| 2.00SLAB CULVERT | |||||
| 2.00 | OD90085/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m
bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete
MODIFIED 60.1.2 | 3.6 | metre | 1,062.31 ₹3,824.32 Lowest | 1,100 ₹3,960 |
| 2.00 | OD90090/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc
completeModified 60.2.2 | 32 | hour | 449.23 ₹14,375.36 Lowest | 474 ₹15,168 |
Tender Value
₹9.7 L
EMD Value
₹24,344
Closing Date
28 Jul 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER LID EW SECTION EZHIKKARA G P
ROAD CONSTRUCTION
2026_LSGD_861556_1
AE/EZH/26-27/T5
Open Tender
Civil Works - Roads
Item Rate
180 days
EZHIKKARA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,150
Yes
₹24,344
Yes
28 Sept 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concreting of road and side protection | |||||
| 1.001 | OD86002/2026-2027:Filling up low lying and waterlogged areas with local material/quarry muck, spreading in layers,
levelling the top at site, and consolidation by ramming etc for improving CBR of subgrade.
Materia | - | cum | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | 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) | 1 | cum | - | - |
| 1.004 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.005 | OD86185/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including
conveyance of material and labour charges etc. complete as per direction of departmental
officers at site | 1 | cum | - | - |
| 1.006 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 2SLAB CULVERT | |||||
| 2.001 | OD90085/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m
bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete
MODIFIED 60.1.2 | - | metre | - | - |
| 2.002 | OD90090/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc
completeModified 60.2.2 | - | hour | - | - |
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