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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC L1 - LOWEST TENDER | |
| 2 | Rejected-Technical KERALA KERALA | IDUKKI | KERALA | 685501 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L1 | SHAJI P V L3 | Labour co-operative society for local development and social welfare ltd R1264 Mattathur L2 |
|---|---|---|---|---|---|---|
| 1.00Road formation | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 24.96 | cum | 441.5 ₹11,019.84 | 457.69 ₹11,423.94 | 441.3 ₹11,014.85 Lowest |
| 1.00 | OD352656/2025-2026:Dry Rubble Masonry - Dry rubble without concrete leveling course masonry with good quality
blasted rubble including packing to compactness to lines and levels cost and conveyance of all
materials labor charges etc. complete as per direction of departmental officers at the site | 37.18 | cum | 4,258.1 ₹1,58,316.16 Lowest | 4,598.75 ₹1,70,981.53 | 4,258.1 ₹1,58,316.16 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 2.6 | cum | 9,887.04 ₹25,706.3 Lowest | 10,250 ₹26,650 | 9,887.04 ₹25,706.3 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.21 | tonne | 1,00,437.31 ₹20,890.96 Lowest | 1,04,124.44 ₹21,657.88 | 1,00,467.2 ₹20,897.18 |
| 1.00 | OD353725/2025-2026:Filling with Contractors own Earth (excluding Rock) in
open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by
ramming and watering, lead upto 50m and lift upto 1.50m as per direction of site Engineer - in -
Charge | 26.03 | cum | 483.82 ₹12,595.77 | 522.53 ₹13,603.55 | 483.8 ₹12,595.25 Lowest |
| 1.01 | OD353727/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/ quarry muck spreading in layers ,levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade | 50.85 | cum | 947.54 ₹48,182.41 | 1,023.34 ₹52,036.84 | 947.5 ₹48,180.38 Lowest |
| 1.01 | 4.11.2: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. (ii) Using Gravel mix soil. | 33.9 | cum | 2,384.07 ₹80,819.97 Lowest | 2,575.26 ₹87,301.31 | 2,484.07 ₹84,209.97 |
| 1.01 | 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) | 50.85 | cum | 9,563.75 ₹4,86,316.69 Lowest | 9,914.84 ₹5,04,169.61 | 9,563.75 ₹4,86,316.69 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,181
Closing Date
16 Feb 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
LSGD DIVISION THRISSUR
133568 Annual Plan- DPT-TSR 2025-26- M A T H I L A K A M G P - W A R D 1 1 - KALARIPARAMBU PUNCHAPPADAM ROAD CONSTRUCTION-MATHILAKAM BP-ERIYAD DIVISION(Project No.S1309/26 )-In -MATHILAKAM BP--General Civil Work
2026_LSGD_834381_54
TN 21/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
AYYANTHOLE
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,181
Yes
14 May 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
Road formation
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD352656/2025-2026:Dry Rubble Masonry - Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of departmental officers at the site
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD353725/2025-2026:Filling with Contractors own Earth (excluding Rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.50m as per direction of site Engineer - in - Charge
OD353727/2025-2026:Filling with Quarry muck Filling up low lying and water logged areas with local material/ quarry muck spreading in layers ,levelling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade
4.11.2: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. (ii) Using Gravel mix soil.
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)
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