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| Sl No | Description | Qty | Unit | JOSE A L1 | VIPIN.V L2 |
|---|---|---|---|---|---|
| 1.00Road formation | |||||
| 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 | 48.3 | cum | 850 ₹41,055 | 774.18 ₹37,392.89 Lowest |
| 1.00 | OD121586/2026-2027: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 WITHOUT FORM WORK | 8.05 | cum | 7,000 ₹56,350 Lowest | 7,114.63 ₹57,272.77 |
| 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. | 97.17 | cum | 4,400 ₹4,27,570 Lowest | 5,628.86 ₹5,46,984.47 |
| 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) | 2.88 | cum | 8,000 ₹23,000 | 7,551.49 ₹21,710.53 Lowest |
| 1.00 | OD121475/2026-2027: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. | 90 | cum | 300 ₹27,000 Lowest | 411.05 ₹36,994.5 |
| 1.01 | 9.2.1:Bedding for Pipe <br> (i) Type A (Concrete Cradle) Bedding <br> Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | 3.36 | cum | 8,200 ₹27,552 | 7,231.01 ₹24,296.19 Lowest |
| 1.01 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia | 12 | metre | 3,500 ₹42,000 | 3,162.27 ₹37,947.24 Lowest |
| 1.01 | OD121815/2026-2027:Providing and fixing Name board of work as per directions | 1 | 1 nos | 3,500 ₹3,500 | 2,983.86 ₹2,983.86 Lowest |
Tender Value
₹9.3 L
EMD Value
₹23,284
Closing Date
11 Sept 2026, 4:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer, LID EW Subdivision, Konni block Panchayat
Konni block 2026-27(Project No. 177/27) Chennelipadi Karuvelil Ela Road Formation in Vallicode GP-Road formation-General Civil Work
2026_LSGD_867473_6
05/AE/LSGD/KNI/2026-27
Open Tender
Civil Works - Roads
Item Rate
210 days
Elakollur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,055
Yes
₹23,284
Yes
15 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road formation | |||||
| 1.001 | 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 | 48.3 | cum | - | - |
| 1.002 | OD121586/2026-2027: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 WITHOUT FORM WORK | 8.05 | cum | - | - |
| 1.003 | 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. | 97.18 | cum | - | - |
| 1.004 | 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) | 2.88 | cum | - | - |
| 1.005 | OD121475/2026-2027: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. | 90 | cum | - | - |
| 1.006 | 9.2.1:Bedding for Pipe <br> (i) Type A (Concrete Cradle) Bedding <br> Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | 3.36 | cum | - | - |
| 1.007 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia | 12 | metre | - | - |
| 1.008 | OD121815/2026-2027:Providing and fixing Name board of work as per directions | 1 | 1 nos | - | - |
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