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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.0 L+₹6,481.01 (3.27%)Admitted-Fee/PreQual/Technical/Finance | ₹2.0 L+₹6,481.01 (3.27%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.1 L+₹7,836.02 (3.96%)Admitted-Fee/PreQual/Technical/Finance | ₹2.1 L+₹7,836.02 (3.96%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.2 L+₹21,343.33 (10.8%)Admitted-Fee/PreQual/Technical/Finance | ₹2.2 L+₹21,343.33 (10.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | V K M L3 | VINODKUMAR L4 | KM GOPALAKRISHNAN L1 | Krishnaprasad u L2 |
|---|---|---|---|---|---|---|---|
| 1.00road work | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 199.2 | sqm | 11.21 ₹2,233.03 | 11.84 ₹2,358.53 | 10.69 ₹2,129.45 Lowest | 11 ₹2,191.2 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 0.81 | cum | 2,323 ₹1,881.63 | 2,470.03 ₹2,000.72 | 2,229.7 ₹1,806.06 Lowest | 2,303 ₹1,865.43 |
| 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) | 29.88 | cum | 6,656 ₹1,98,881.28 | 7,077.17 ₹2,11,465.84 | 6,388.58 ₹1,90,890.77 Lowest | 6,598 ₹1,97,148.24 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 2.99 | cum | 453 ₹1,353.56 | 481.25 ₹1,437.98 | 434.42 ₹1,298.05 Lowest | 448 ₹1,338.62 |
| 1.00 | OD14642/2026-2027: SUPPLYING FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND
A
SIZE OF 90 cm x60 cm INCLUDING ALL OTHER MATERIAL AS LABOUR CHARGES
ETC.COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | 1 | each | 1,500 ₹1,500 Lowest | 2,093.74 ₹2,093.74 | 1,889.15 ₹1,889.15 | 1,951 ₹1,951 |
Tender Value
₹3.0 L
EMD Value
₹7,411
Closing Date
8 Sept 2026, 3:00 pmClosed
SANTHOSHKUMAR AS
LID EW ANANGANADI GP
PRO NO 100/27 ANJAM MILE AALUMKUNNU ROAD RENOVATION
2026_LSGD_866728_39
T4/2026-27/AE/LSGD/ANGDY
Open Tender
Civil Works - Roads
Item Wise
Ananganadi
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,411
Yes
14 Sept 2026
31 Aug 2026
10 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road work | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (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 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
| 1.005 | OD14642/2026-2027: SUPPLYING FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND
A
SIZE OF 90 cm x60 cm INCLUDING ALL OTHER MATERIAL AS LABOUR CHARGES
ETC.COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS. | - | each | - | - |
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