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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.0 L+₹20,268.23 (2.29%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | THRISSUR | KERALA | 680667 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance KERALA KL | KANNUR | KERALA | 670511 | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | NAJMA CONSTRUCTIONS L2 | SUNDARLAL KOCHUKRISHNA L1 |
|---|---|---|---|---|---|
| 1.00ROAD RECONCRETING | |||||
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 88.2 | cum | 8,495.6 ₹7,49,311.92 | 8,250 ₹7,27,650 Lowest |
| 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 | 5.25 | cum | 837.4 ₹4,396.35 Lowest | 850 ₹4,462.5 |
| 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 | 1.05 | cum | 8,004 ₹8,404.2 | 8,000 ₹8,400 Lowest |
| 1.00 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 14.06 | cum | 8,273 ₹1,16,343.2 | 8,190 ₹1,15,175.97 Lowest |
| 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 | 0.27 | tonne | 89,743.5 ₹23,782.03 Lowest | 95,000 ₹25,175 |
| 1.01 | OD62441/2026-2027:Supplying and fixing nameboard of size 75*60 cm size using GI pipe as post and 1
mm thick MS sheet surrounded by MS angles including painting, lettering and fixing
in concrete etc. as per directions of Engineer - in - charge. | 1 | each | 1,894 ₹1,894 Lowest | 3,000 ₹3,000 |
Tender Value
₹10.2 L
EMD Value
₹25,420
Closing Date
25 Sept 2026, 4:00 pmClosed
RAZIF M
OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION NEDUMPANA GP KOLLAM - 695310
Annual Plan-2026-27, Kalasadanam Kinaruvila road renovation-Pro. No. 84/27, Ward No.17 of Nedumpana GP
2026_LSGD_869397_6
01/AE/LSGD/NDPNA/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
NEDUMPANA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,420
Yes
29 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD RECONCRETING | |||||
| 1.001 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 88.2 | cum | - | - |
| 1.002 | 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 | 5.25 | cum | - | - |
| 1.003 | 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 | 1.05 | cum | - | - |
| 1.004 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 14.06 | cum | - | - |
| 1.005 | 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 | 0.27 | tonne | - | - |
| 1.006 | OD62441/2026-2027:Supplying and fixing nameboard of size 75*60 cm size using GI pipe as post and 1
mm thick MS sheet surrounded by MS angles including painting, lettering and fixing
in concrete etc. as per directions of Engineer - in - charge. | 1 | each | - | - |
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