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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KULATHUR | THENI | TAMIL NADU | 625203 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | DAS.J L2 | KANAKARAJ N L1 | JINO D U L3 |
|---|---|---|---|---|---|---|
| 1.00SIDE WALL CONSTRUCTION | ||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry | 21.38 | cum | 455.28 ₹9,731.61 | 377.19 ₹8,062.44 Lowest | 491.13 ₹10,497.9 |
| 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 | 9.12 | cum | 892.48 ₹8,139.42 | 739.4 ₹6,743.33 Lowest | 962.76 ₹8,780.37 |
| 1.00 | OD143806/2025-2026:DRY 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. | 14.65 | cum | 5,858.96 ₹85,851.34 | 4,854.02 ₹71,125.96 Lowest | 6,320.34 ₹92,611.94 |
| 1.00 | OD144378/2025-2026:24-25: DRY RUBBLE MASONRY (Departmental), 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. | 14.96 | cum | 3,717.64 ₹55,627.05 | 3,079.99 ₹46,085.89 Lowest | 4,010.4 ₹60,007.62 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | 95,174.39 ₹11,611.28 | 78,849.98 ₹9,619.7 Lowest | 1,02,669.25 ₹12,525.65 |
| 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) | 2.28 | cum | 9,053.57 ₹20,651.19 | 7,500.7 ₹17,109.1 Lowest | 9,766.53 ₹22,277.45 |
| 1.01 | OD143833/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 9.4 | cum | 439.99 ₹4,138.11 | 364.52 ₹3,428.31 Lowest | 474.64 ₹4,463.99 |
Tender Value
₹2.1 L
EMD Value
₹5,279
Closing Date
30 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of the Assistant Engineer, LIDEW Section, Kulathoor Grama Panchayat
Annual Plan-Kulathoor GP 2025-26 (P.No.392)-Idavilakam Madathuvilakam Bund Road Side wall w-4-General Civil Work
2025_LSGD_778089_26
1/AE/LIDEW/KUL/Tender/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kulathoor GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹5,279
Yes
29 Sept 2025
23 Jul 2025
1 Aug 2025
23 Jul 2025
30 Jul 2025
23 Jul 2025
23 Jul 2025 - 30 Jul 2025
Amount
SIDE WALL CONSTRUCTION
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry
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
OD143806/2025-2026:DRY 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.
OD144378/2025-2026:24-25: DRY RUBBLE MASONRY (Departmental), 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.
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
OD143833/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
DAS.J (BID ID -2267528)
JINO D U (BID ID -2267134)
Bidder Name
KANAKARAJ N
JINO D U
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