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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | P. ANIL KUMAR L1 |
|---|---|---|---|---|
| 1.00road concrete | ||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 15.8 | cum | 50.21 ₹793.32 |
| 1.00 | OD206974/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site (Data from DAR-60.7.1) | 42.58 | cum | 3,821.24 ₹1.6 L |
| 1.00 | OD206977/2025-2026:
[OD From MoRD 3.3 &amp;amp;3.4] - Filling with Contractors own Earth (excluding
Rock) inopen areas in layers not exceeding 20cm in depth, consolidating each deposited layer
byramming and watering, lead upto 50m and lift upto 1.50m as per direction of site
Engineer - in -Charge | 63 | cum | 445.65 ₹28,075.95 |
| 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 | 25.5 | cum | 3,077.04 ₹78,464.52 |
| 1.00 | OD206978/2025-2026:[OD from MORD 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 as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) (excluding form work) | 38.25 | cum | 8,446.62 ₹3.2 L |
Tender Value
₹5.9 L
EMD Value
₹14,829
Closing Date
18 Oct 2025, 5:00 pmClosed
Assistant Engineer,LID EW Tanur Municipality
Assistant Engineer,LID EW Tanur Municipality
Annual Plan 2025-26 pro no 182/26 KPC Thaha beach road poortheekaranam Div 37-14 FYP
2025_LSGD_807699_2
04/AE/ET/LID EW/2025-26
Open Tender
Civil Works - Roads
180 days
Tanur municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,310
Yes
₹14,829
Yes
19 Mar 2026
9 Oct 2025
21 Oct 2025
9 Oct 2025
18 Oct 2025
9 Oct 2025
Amount
road concrete
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD206974/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Data from DAR-60.7.1)
OD206977/2025-2026: [OD From MoRD 3.3 &amp;amp;3.4] - Filling with Contractors own Earth (excluding Rock) inopen areas in layers not exceeding 20cm in depth, consolidating each deposited layer byramming and watering, lead upto 50m and lift upto 1.50m as per direction of site Engineer - in -Charge
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
OD206978/2025-2026:[OD from MORD 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 as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) (excluding form work)
Bidder Name
P. ANIL KUMAR
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