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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC AIOPN1134E KERALA KL | ₹2.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | K P VASU L2 | T V NAUSHAD L1 | MANIKANDAN C P L3 |
|---|---|---|---|---|---|---|
| 1.00Interlocking | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 172.76 | sqm | 16.01 ₹2,765.89 | 14.63 ₹2,527.48 | 17.61 ₹3,042.30 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 9.68 | cum | 66.84 ₹646.68 | 61.09 ₹591.05 | 73.52 ₹711.31 |
| 1.00 | OD125845/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br > (i) Using naturally occuring gravel (Modified Spec of Mord 4.11.1) | 21.15 | cum | 2,341.68 ₹49,517.17 | 2,140.3 ₹45,258.78 | 2,575.85 ₹54,468.92 |
| 1.00 | OD125846/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30
including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles
in lines and levels as per the directions of the departmental officers at site inclusive of all cost
& conveyance charges etc. complete. (Morth OD 55.23) | 172.76 | 1 sqm | 1,072.7 ₹1.9 L | 980.45 ₹1.7 L | 1,179.97 ₹2.0 L |
| 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) | 5.8 | cum | 9,563.75 ₹55,517.57 | 8,741.27 ₹50,743.07 | 10,520.13 ₹61,069.35 |
| 1.01 | OD125850/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,804.26 ₹2,804.26 | 2,563.09 ₹2,563.09 | 3,084.69 ₹3,084.69 |
Tender Value
₹3.0 L
EMD Value
₹7,414
Closing Date
7 Jan 2026, 5:00 pmClosed
Office of Assistant Engineer
Office of Assistant Engineer, LSGD Section, Pattithara GP
Annual Plan Pattithara GP 2025 26 .Pr No 164 Kodakkadpadi Veluthillathpadi Road Rennovation Interlocking Concreting Ward 3 Amount 350000 General Civil Work
2025_LSGD_824349_7
09 AE LID EW PTRA 2025 26
Open Tender
Civil Works - Roads
Pattithara
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,414
Yes
7 Apr 2026
29 Dec 2025
9 Jan 2026
29 Dec 2025
7 Jan 2026
29 Dec 2025
Interlocking
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD125845/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br > (i) Using naturally occuring gravel (Modified Spec of Mord 4.11.1)
OD125846/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. (Morth OD 55.23)
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)
OD125850/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete
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