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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.5 L+₹13,878.41 (4.07%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹13,878.41 (4.07%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.7 L+₹24,058.08 (7.05%)Admitted-Fee/PreQual/Technical/Finance | ₹3.7 L+₹24,058.08 (7.05%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DINAKARAN.K L2 | RINIL BABU L3 | ANWAR V A L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | OD521372/2025-2026:(Modified DSR Code :2.28.1):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 | 251.4 | 1 sqm | 28.18 ₹7,084.45 | 28.99 ₹7,288.09 | 23.43 ₹5,890.3 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 | 25.14 | cum | 2,560.15 ₹64,362.17 | 2,633.58 ₹66,208.2 | 2,460.02 ₹61,844.9 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) | 37.71 | cum | 7,335.39 ₹2,76,617.56 | 7,545.79 ₹2,84,551.74 | 7,048.48 ₹2,65,798.18 Lowest |
| 1.00 | OD521371/2025-2026:(Modified DSR Code 50.2.25.1)Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 5.13 | cum | 582.79 ₹2,991.46 Lowest | 599.51 ₹3,077.28 | 739.11 ₹3,793.85 |
| 1.00 | OD521374/2025-2026:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite
carrying the inscription of indicating name of work, the cost involved, the commencement,
completion, and inauguration date and the name of Sponsoring the project engraving
it on the name of project including all cost of materials engraving charges conveyance and
fixing chargers etc. complete including all cost for fixing the granite / marble slab in concrete or
metal board and cost for concreting the base of board. | 1 | each | 3,835 ₹3,835 | 3,945 ₹3,945 | 3,685 ₹3,685 Lowest |
Tender Value
₹4.6 L
EMD Value
₹11,568
Closing Date
20 Jul 2026, 1:00 pmClosed
Block Development Officer, Ottappalam.
Block Development Office, Ottappalam
SDF MLA2024-25 Ottappalam LAC Mayilumpuram Madathodi Road Concrete at W 18 in Ambalappara GP
2026_CRD_859957_1
9255-2026
Open Tender
Civil Works - Roads
Item Rate
Ambalappara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,020
Yes
₹11,568
Yes
23 Jul 2026
9 Jul 2026
23 Jul 2026
9 Jul 2026
20 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | OD521372/2025-2026:(Modified DSR Code :2.28.1):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 | - | 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) | - | cum | - | - |
| 1.004 | OD521371/2025-2026:(Modified DSR Code 50.2.25.1)Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | - | cum | - | - |
| 1.005 | OD521374/2025-2026:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite
carrying the inscription of indicating name of work, the cost involved, the commencement,
completion, and inauguration date and the name of Sponsoring the project engraving
it on the name of project including all cost of materials engraving charges conveyance and
fixing chargers etc. complete including all cost for fixing the granite / marble slab in concrete or
metal board and cost for concreting the base of board. | - | each | - | - |
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