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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC 12 | KANNUR | KERALA | 670001 | L1 | Accepted-AOC MAY BE APPROVED | |
| 2 | L2₹8.6 L+₹18,688.94 (2.22%)Rejected-AOC KOTTAYAM | KERALA | 686102 | L2 | Rejected-AOC MAY BE REJECTED | |
| 3 | L3₹8.8 L+₹32,726.25 (3.88%)Rejected-AOC 13 | ERNAKULAM | KERALA | 680667 | L3 | Rejected-AOC MAY BE REJECTED |
| Sl No | Description | Qty | Unit | Sunny.V.Peter L3 | MONCY ABRAHAM L1 | K.P Benny L2 |
|---|---|---|---|---|---|---|
| 1.00RE tarring | ||||||
| 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 | 65.1 | cum | 434.88 ₹28,310.69 | 300 ₹19,530 Lowest | 428 ₹27,862.8 |
| 1.00 | OD257938/2025-2026:Plate vibrator for compaction - Supplying and Providing Plate vibrator for strong vibratory compaction of loose soil in trenches made in connection with laying pipes
for different purposes in road etc all complete as per the direction of engineer in charge. | 266 | sqm | 69.86 ₹18,582.76 | 75 ₹19,950 | 69 ₹18,354 Lowest |
| 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 | 39.9 | cum | 3,287.81 ₹1,31,183.62 | 3,200 ₹1,27,680 Lowest | 3,238 ₹1,29,196.2 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 25.2 | cum | 3,694.38 ₹93,098.38 | 3,500 ₹88,200 Lowest | 3,638 ₹91,677.6 |
| 1.00 | OD257941/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm
DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge. | 11.9 | sqm | 290.75 ₹3,459.93 | 350 ₹4,165 | 286 ₹3,403.4 Lowest |
| 1.01 | OD257942/2025-2026:
Providing Plain cement concrete for ROAD WORK EXCLUSSIVE OF FORMWORK 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 USING NEEDLE VIBRATOR , 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) modified 75.8.1 | 34.13 | cum | 9,057.98 ₹3,09,176.03 | 8,500 ₹2,90,130.5 Lowest | 8,920 ₹3,04,466.36 |
| 1.01 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 34.5 | sqm | 318.74 ₹10,996.53 | 325 ₹11,212.5 | 314 ₹10,833 Lowest |
| 1.01 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 10.18 | sqm | 412.06 ₹4,194.77 | 375 ₹3,817.5 Lowest | 406 ₹4,133.08 |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 168 | sqm | 79.16 ₹13,298.88 | 80 ₹13,440 | 78 ₹13,104 Lowest |
Tender Value
₹8.9 L
EMD Value
₹22,241
Closing Date
26 Sept 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD THIRUVANIYOOR
KOMPANAL PADI V.K.L.COMPANYPADI ROAD MAINTANANCE
2025_LSGD_799471_1
LSGD/CELSGD/TR/118122/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVANIYOOR
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,965
₹22,241
29 Oct 2025
19 Sept 2025
29 Sept 2025
19 Sept 2025
26 Sept 2025
19 Sept 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1325635.pdf
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details.html
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