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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC AGR EXECUTED | |
| 2 | Rejected-Technical KERALA KL | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | P M PRATHEESH L1 | SUNEERA L2 |
|---|---|---|---|---|---|
| 1.00ESTIMATE | |||||
| 1.00 | OD510043/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil(MODIFIED DAR 2.8.1) | 6.3 | cum | 250 ₹1,575 Lowest | 275 ₹1,732.5 |
| 1.00 | OD510051/2025-2026:Dry Rubble Masonry- Dry rubble with out 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 | 21.98 | cum | 3,050 ₹67,023.75 Lowest | 3,200 ₹70,320 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 24 | cum | 260 ₹6,240 Lowest | 386 ₹9,264 |
| 1.00 | OD510056/2025-2026: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 (MODIFIED OD 4.1.A.1)-Without Roller | 24.6 | cum | 2,100 ₹51,660 Lowest | 2,600 ₹63,960 |
| 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) | 36.9 | cum | 7,550 ₹2,78,595 | 7,340 ₹2,70,846 Lowest |
| 1.01 | OD510057/2025-2026:Supplying and fixing ' Sila Phalakam' with Granite stone of Size
900mm x 600mm or
nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on
Hard stone
including all cost conveyance labour charges etc complete | 1 | each | 2,000 ₹2,000 Lowest | 3,850 ₹3,850 |
| 1.01 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 60.3 | cum | 200 ₹12,060 | 54 ₹3,256.2 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,696
Closing Date
7 Mar 2026, 5:00 pmClosed
ASSISTANT ENGINEER
AE office LSGD sub division koduvally
PLEASE REFER TENDER DOCUMENTS
2026_LSGD_842013_1
87/AE/KDLY/BP/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
KODUVALLY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,120
Yes
₹12,696
Yes
26 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
ESTIMATE
OD510043/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil(MODIFIED DAR 2.8.1)
OD510051/2025-2026:Dry Rubble Masonry- Dry rubble with out 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
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD510056/2025-2026: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 (MODIFIED OD 4.1.A.1)-Without Roller
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)
OD510057/2025-2026:Supplying and fixing ' Sila Phalakam' with Granite stone of Size 900mm x 600mm or nearest on prepared wall with Engraving English and or Malayalam Letters of specified size on Hard stone including all cost conveyance labour charges etc complete
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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