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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | Rejected-Technical KALADI GRAMA PANCHAYAT P O KADANCHERY 679 582 | MALAPPURAM | KERALA | 679582 | - | Rejected-Technical 2050231.11 |
| Sl No | Description | Qty | Unit | K P VASU L1 | ANEESH E V L2 |
|---|---|---|---|---|---|
| 1.00Rennovation | |||||
| 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. | 320.25 | sqm | 15.48 ₹4,957.47 Lowest | 15.52 ₹4,970.28 |
| 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 | 22.42 | cum | 3,227.73 ₹72,359.25 Lowest | 3,237.74 ₹72,583.66 |
| 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) | 211.37 | cum | 9,248.15 ₹19,54,735.22 Lowest | 9,276.83 ₹19,60,797.17 |
| 1.00 | OD346211/2025-2026:1.019-Specification code: OD434121/2024-2025
Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 0.9 | sqm | 13,161.94 ₹11,845.75 Lowest | 13,200 ₹11,880 |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
19 Mar 2026, 5:00 pmClosed
Assistant Engineer
Office of Assistant Engineer, LSGD Section, Pattithara GP
PUBLIC WORK
2026_LSGD_846231_1
13 AE LID EW PTRA 2025 26
Open Tender
Civil Works - Roads
Item Rate
180 days
Pattithara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
11 Jun 2026
11 Mar 2026
23 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rennovation | |||||
| 1.001 | 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. | 320.25 | sqm | - | - |
| 1.002 | 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 | 22.42 | 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) | 211.37 | cum | - | - |
| 1.004 | OD346211/2025-2026:1.019-Specification code: OD434121/2024-2025
Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 0.9 | sqm | - | - |
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