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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.7 L+₹9,289.70 (5.82%)Admitted-Fee/PreQual/Technical/Finance KANNUR | KERALA | 670511 | ₹1.7 L+₹9,289.70 (5.82%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | S Shajahan L2 | C JOSEPH L1 |
|---|---|---|---|---|---|
| 1.00Retaining wall | |||||
| 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 | 4.41 | cum | 480.46 ₹2,118.83 | 454 ₹2,002.14 Lowest |
| 1.00 | OD42205/2026-2027: DR with Departmental.Stone-DRY RUBBLE MASONRY_Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels,labour charges etc.complete as per direction of Departmental officers at site | 2.65 | cum | 1,787.53 ₹4,729.8 | 1,689.3 ₹4,469.89 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 | 4.9 | cum | 941.83 ₹4,614.97 | 890 ₹4,361 Lowest |
| 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 | 0.98 | cum | 9,001.46 ₹8,821.43 | 8,506.4 ₹8,336.27 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond 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. | 12.77 | cum | 6,847.77 ₹87,411.78 | 6,471.5 ₹82,608.7 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) | 0.49 | cum | 9,554.21 ₹4,681.56 | 9,028.73 ₹4,424.08 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | 1,00,437.31 ₹2,008.75 | 94,913.3 ₹1,898.27 Lowest |
| 1.01 | OD42213/2026-2027:Filling with contractor own earth(excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m as per direction of site Engineer-in-charge. | 104.16 | cum | 524.53 ₹54,635.04 | 495.7 ₹51,632.11 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,226
Closing Date
16 Sept 2026, 4:30 pmClosed
Indulekha P
Lsgd section, Piravanthoor grama panchayat
329/26-27- Musthafa padi kurunthamon sugathan padi road improvements
2026_LSGD_868180_13
3/Ae/Lsgd/Pvr/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Piravanthoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,226
Yes
18 Sept 2026
8 Sept 2026
18 Sept 2026
8 Sept 2026
16 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining wall | |||||
| 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 | 4.41 | cum | - | - |
| 1.002 | OD42205/2026-2027: DR with Departmental.Stone-DRY RUBBLE MASONRY_Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels,labour charges etc.complete as per direction of Departmental officers at site | 2.65 | cum | - | - |
| 1.003 | 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 | 4.9 | cum | - | - |
| 1.004 | 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 | 0.98 | cum | - | - |
| 1.005 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond 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. | 12.77 | 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) | 0.49 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | - | - |
| 1.008 | OD42213/2026-2027:Filling with contractor own earth(excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m as per direction of site Engineer-in-charge. | 104.16 | cum | - | - |
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