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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical KOTTAKKAL TIRUR MUNICIPALITY KERALA | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MOHANDAS P L2 | Aswin M L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF CROSS DRAIN | |||||
| 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 | 8 | cum | 378.75 ₹3,030 | 375 ₹3,000 |
| 1.00 | OD425466/2025-2026:Filling with Quarrymuck.
Filling up low lying and waterlogged area with local material/quarry muck, spreading in layers,
leveling the top at site and consolidating by ramming, etc complete for improving CBR value of
subgrade (Modified spec 51.2.3 of DAR) | 5.3 | cum | 1,111 ₹5,888.30 | 1,100 ₹5,830 |
| 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 | 5.7 | cum | 7,979 ₹45,480.30 | 7,900 ₹45,030 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 25.23 | cum | 8,888 ₹2.2 L | 8,800 ₹2.2 L |
| 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 8.35 | cum | 9,393 ₹78,431.55 | 9,300 ₹77,655 |
| 1.01 | 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 | 2.06 | tonne | 90,900 ₹1.9 L | 90,000 ₹1.9 L |
| 1.01 | 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 | 27 | cum | 252.5 ₹6,817.50 | 250 ₹6,750 |
| 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. <br>(ii) Using Gravel mix soil. | 3 | cum | 2,424 ₹7,272 | 2,400 ₹7,200 |
| 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) | 4.5 | cum | 8,383 ₹37,723.50 | 8,300 ₹37,350 |
Tender Value
₹5.9 L
EMD Value
₹14,792
Closing Date
21 Jan 2026, 6:00 pmClosed
RAJEESH KUMAR.C
Office of the Assistant Engineer LSGD Section Chemanchery Po Pookkad Kozhikode 673304
Construction of Road drainage
2026_LSGD_827478_1
PRO NO 223/26-CONSTRUCTION OF SAMSKARIKA NILAYAM ROAD DRAINAGE
Open Tender
Civil Works - Others
60 days
CHEENACHERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,792
Yes
14 Feb 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
CONSTRUCTION OF CROSS DRAIN
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
OD425466/2025-2026:Filling with Quarrymuck. Filling up low lying and waterlogged area with local material/quarry muck, spreading in layers, leveling the top at site and consolidating by ramming, etc complete for improving CBR value of subgrade (Modified spec 51.2.3 of DAR)
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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<br> For height upto 5 m <br> III. R.C.C grade M 20
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
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
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. <br>(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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