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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.8 LAccepted-AOC | ₹6.8 L | 1 | Accepted-AOC Selected As per Panchayath Board Resolution |
| 2 | 2₹6.8 LRejected-AOC | ₹6.8 L | 2 | Rejected-AOC Selected As per Panchayath Board Resolution |
| Sl No | Description | Qty | Unit | Raveendran M L1 | RAJESH P L2 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 158.6 | sqm | 16 ₹2,537.60 | 16 ₹2,537.60 |
| 1.00 | OD450129/2025-2026:Modified data 4.1.A.1 (MORD 2021)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 and compacting for
achieve the desired density, complete as per Technical Specification Clause 401. (i) For
Grading I Material | 18.3 | cum | 3,144.42 ₹57,542.89 | 3,144.42 ₹57,542.89 |
| 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) | 27.45 | cum | 9,563.75 ₹2.6 L | 9,563.75 ₹2.6 L |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 24.84 | cum | 441.5 ₹10,966.86 | 441.5 ₹10,966.86 |
| 1.00 | OD450127/2025-2026: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
(modified data 60.7.1) | 74.17 | cum | 4,160.22 ₹3.1 L | 4,160.22 ₹3.1 L |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.45 | cum | 9,554.21 ₹32,962.02 | 9,554.21 ₹32,962.02 |
| 1.01 | OD450128/2025-2026:Supplying and fixing Name board Built in Square Pipe with MS sheet and a Size of
90cmx60cm, including all Other materials, labour charges etc. Completed as per the Direction
of Departmental officers | 1 | each | 2,800 ₹2,800 | 2,828.08 ₹2,828.08 |
Tender Value
₹6.8 L
EMD Value
₹16,949
Closing Date
3 Mar 2026, 3:00 pmClosed
Assistant Engineer
O/O Assistant Engineer LID EW Section Nellaya GP
Annual Plan-NLY GP 2025-26 PROJECT NO 60 THURAKKAL NAYADI COLONY ROAD RENOVATION-THURAKKAL NAYADI COLONY ROAD RENOVATION, MGR- 800000-General Civil Work
2026_LSGD_839767_1
ET-5/60/AE/LSGD/NLY/25-26
Open Tender
Civil Works - Roads
365 days
NELLAYA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
₹16,949
29 May 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
ROAD RENOVATION
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
OD450129/2025-2026:Modified data 4.1.A.1 (MORD 2021)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 and compacting for achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD450127/2025-2026: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 (modified data 60.7.1)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD450128/2025-2026:Supplying and fixing Name board Built in Square Pipe with MS sheet and a Size of 90cmx60cm, including all Other materials, labour charges etc. Completed as per the Direction of Departmental officers
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