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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | ₹4.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.8 LRejected-AOC | ₹4.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SATHISH.N L2 | V KUNCHUKUTTAN L1 |
|---|---|---|---|---|---|
| 1.00Side protection and Road concrete | |||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 22.92 | cum | 897.28 ₹20,565.66 | 883.81 ₹20,256.93 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 5.73 | cum | 8,575.69 ₹49,138.70 | 8,446.97 ₹48,401.14 |
| 1.00 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 18.29 | cum | 9,587.4 ₹1.8 L | 9,443.49 ₹1.7 L |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 28.52 | cum | 63.68 ₹1,816.15 | 62.72 ₹1,788.77 |
| 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 | 14.26 | cum | 3,180 ₹45,346.80 | 3,132.27 ₹44,666.17 |
| 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) | 20.7 | cum | 9,111.38 ₹1.9 L | 8,974.62 ₹1.9 L |
| 1.01 | OD456692/2025-2026:PVC WEEP HOLES- Providing weep holes using 75 mm dia PVC pipes working pressure 4kg/sq.cm including cost of materials , convayance charhes etc complete. | 8.25 | metre | 112.23 ₹925.90 | 110.54 ₹911.96 |
| 1.01 | OD437664/2025-2026:Supplying and Providing read made GI name board with all conveyance , labour and hire charges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, frame ,0.6 mm thick Iron sheet of size 90 x 60 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 | 2,671.62 ₹2,671.62 | 2,631.52 ₹2,631.52 |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
20 Feb 2026, 3:00 pmClosed
Assistant Engineer
LID EW Sub Division Kollengode Block Panchayat
Annual Plan Annual plan Kollengode BP 2025 26 Kallottukulam Chundakkadu road in Koduvayur GP Project no 265 General Civil Work
2026_LSGD_834393_7
05/AE/E-TENDER/2025-26
Open Tender
Civil Works - Roads
300 days
KOLLENGODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,711
Yes
17 Mar 2026
11 Feb 2026
23 Feb 2026
11 Feb 2026
20 Feb 2026
11 Feb 2026
Side protection and Road concrete
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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
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)
OD456692/2025-2026:PVC WEEP HOLES- Providing weep holes using 75 mm dia PVC pipes working pressure 4kg/sq.cm including cost of materials , convayance charhes etc complete.
OD437664/2025-2026:Supplying and Providing read made GI name board with all conveyance , labour and hire charges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, frame ,0.6 mm thick Iron sheet of size 90 x 60 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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