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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.9 L+₹25,063.24 (14.9%)Admitted-Fee/PreQual/Technical/Finance | ₹1.9 L+₹25,063.24 (14.9%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PRAKASAN.V L2 | pwd contractor L1 |
|---|---|---|---|---|---|
| 1.00concrete | |||||
| 1.00 | OD140999/2026-2027:Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.All kinds of soil. | 97.75 | sqm | 45.63 ₹4,460.33 | 36.75 ₹3,592.31 Lowest |
| 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 | 7.33 | cum | 4,599.88 ₹33,721.72 | 3,337.88 ₹24,470 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) | 14.66 | cum | 10,582.88 ₹1,55,176.77 | 9,563.75 ₹1,40,233.27 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,207
Closing Date
14 Sept 2026, 5:00 pmClosed
Assistant Engineer Mathur GP
Assistant Engineer, LIDEW , Mathur GP
PARAKKAL ROAD CONCRETE P 62 IN MATHUR GP
2026_LSGD_867428_1
62/2026-27/AE/LSGD/MTR
Open Tender
Civil Works - Roads
Item Rate
240 days
MATHUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,207
Yes
17 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete | |||||
| 1.001 | OD140999/2026-2027:Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.All kinds of soil. | 97.75 | 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 | 7.33 | 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) | 14.66 | cum | - | - |
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