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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance NIZAM BUILDERS | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.0 L+₹6,778.55 (1.72%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | THRISSUR | KERALA | 680667 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NAJMA CONSTRUCTIONS L2 | NIZAM L1 |
|---|---|---|---|---|---|
| 1.00Side protection wall and reconcrete | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 9 | cum | 454 ₹4,086 | 445.44 ₹4,008.96 Lowest |
| 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 | 13.5 | cum | 889 ₹12,001.5 | 874 ₹11,799 Lowest |
| 1.00 | OD37102/2026-2027:DRY RUBBLE MASONRY- Dry rubble without concrete levelling 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 site | 37.5 | cum | 4,099 ₹1,53,712.5 | 4,030 ₹1,51,125 Lowest |
| 1.00 | OD102814/2026-2027:DRY RUBBLE MASONRY _ using departmental rubble Random rubble masonry with hard
stone in foundation and superstructure including packing to compactness to lines and levels,
cost and conveyance of all materials labour charges etc. complete as per approved drawing and
relevant technical specifications. | 7.2 | cum | 3,704 ₹26,668.8 | 3,640 ₹26,208 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.29 | cum | 8,672 ₹2,514.88 | 8,525 ₹2,472.25 Lowest |
| 1.01 | 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) | 22.27 | cum | 9,019 ₹2,00,898.23 | 8,866 ₹1,97,490.15 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,590
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, Abhilash Canal road-Pro. No. 89/27, Ward No. 5 of Nedumpana GP
2026_LSGD_869397_10
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
₹935
Yes
₹10,590
Yes
28 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 |
|---|---|---|---|---|---|
| 1Side protection wall and reconcrete | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 9 | cum | - | - |
| 1.002 | 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 | 13.5 | cum | - | - |
| 1.003 | OD37102/2026-2027:DRY RUBBLE MASONRY- Dry rubble without concrete levelling 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 site | 37.5 | cum | - | - |
| 1.004 | OD102814/2026-2027:DRY RUBBLE MASONRY _ using departmental rubble Random rubble masonry with hard
stone in foundation and superstructure including packing to compactness to lines and levels,
cost and conveyance of all materials labour charges etc. complete as per approved drawing and
relevant technical specifications. | 7.2 | cum | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.29 | cum | - | - |
| 1.006 | 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) | 22.28 | cum | - | - |
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