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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.1 LAccepted-AOC | ₹8.1 L | 1 | Accepted-AOC L1 |
| 2 | 2₹7.8 LRejected-Finance | ₹7.8 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Alathur Labour Contract Co Operative Society Ltd L2 | JAYAPRAKASAN.K L1 |
|---|---|---|---|---|---|
| 1.00DRAIN | |||||
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 86.4 | cum | 894.74 ₹77,305.54 | 868.37 ₹75,027.17 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 10.8 | cum | 8,551.39 ₹92,355.01 | 8,299.35 ₹89,632.98 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 35.1 | cum | 9,038.77 ₹3,17,260.83 | 8,772.36 ₹3,07,909.84 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 3.6 | cum | 9,934.54 ₹35,764.34 | 9,641.73 ₹34,710.23 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.94 | tonne | 95,879.81 ₹90,222.9 | 93,053.88 ₹87,563.7 |
| 1.01 | 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. | 60 | sqm | 15.21 ₹912.6 | 14.76 ₹885.6 |
| 1.01 | 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 | 24.9 | cum | 419.43 ₹10,443.81 | 407.06 ₹10,135.79 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 12.96 | cum | 3,170.99 ₹41,096.03 | 3,077.53 ₹39,884.79 |
| 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) | 14.94 | cum | 9,085.56 ₹1,35,738.27 | 8,817.78 ₹1,31,737.63 |
Updated dates
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
2 Nov 2025, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER OFFICE DISTRICT PANCHAYATH PALAKKAD
Annual Plan-DP -Cheenikode canal side drainage nirmanam in kavassery gp-
2025_LSGD_813245_48
08/AEE/2025-26 DT 21.10.2025
Open Tender
Civil Works - Others
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
23 Jan 2026
24 Oct 2025
4 Nov 2025
24 Oct 2025
2 Nov 2025
24 Oct 2025
Work Name:Annual Plan-DP -Cheenikode canal side drainage nirmanam in kavassery gp-Cheenikode canal side drainage nirmanam in kavassery gp-General Civil Work
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.sqmý3.5.1: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 302.3³4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Materialo75.8.1: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) Name boardOD295655/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm 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 each
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