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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹1.7 L+₹1,370.66 (0.82%)Accepted-Finance | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | Aravind L2 | praveenkumar L1 |
|---|---|---|---|---|---|
| 1.00Foot Slab Maintenance | |||||
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 0.8 | cum | 1,197.33 ₹957.86 | 1,190 ₹952 Lowest |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 6.5 | cum | 300 ₹1,950 Lowest | 300 ₹1,950 Lowest |
| 1.00 | OD137061/2026-2027: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 labour charges etc. complete as per direction of Departmental officers at site | 6.5 | cum | 3,900 ₹25,350 | 3,700 ₹24,050 Lowest |
| 1.00 | OD162695/2026-2027:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth excluding through and bond stone and levelling up with cement concrete upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 0.64 | cum | 5,370 ₹3,436.8 Lowest | 5,370 ₹3,436.8 Lowest |
| 1.00 | OD162696/2026-2027:Random rubble masonry with hard stone in foundation and plinth excluding through stone and levelling up with cement concrete up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 7.6 | cum | 7,530 ₹57,228 Lowest | 7,530 ₹57,228 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 12.33 | sqm | 385 ₹4,747.05 Lowest | 385 ₹4,747.05 Lowest |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.57 | cum | 10,488.77 ₹16,446.39 Lowest | 10,488.77 ₹16,446.39 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 188.16 | kilogram | 112 ₹21,073.92 Lowest | 112 ₹21,073.92 Lowest |
| 1.01 | OD148666/2026-2027:Construction of Subgrade and Earthen Shoulders<br><br>Construction of subgrade
and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,
transporting to site, spreading, grading to required slope and compacted to meet requirement of
Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 6.19 | cum | 1,119 ₹6,924.37 Lowest | 1,119 ₹6,924.37 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,234
Closing Date
18 Sept 2026, 6:00 pmClosed
AE
lid@ew kodamthuruth gp
Annual Plan Kodamthuruth GP 2026 27 Karoth Thodu Slab Maintenance in Ward 9 Proj No 266 27 General Civil Work
2026_LSGD_867485_9
05/TENDER/AE/LIDEW/KDM/26-27
Open Tender
Civil Works - Others
Item Rate
AE
Please refer Tender documents.
6 documents required · 6 mandatory
₹555
Yes
₹4,234
Yes
1 Oct 2026
3 Sept 2026
22 Sept 2026
3 Sept 2026
18 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Foot Slab Maintenance | |||||
| 1.001 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 0.8 | cum | - | - |
| 1.002 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 6.5 | cum | - | - |
| 1.003 | OD137061/2026-2027: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 labour charges etc. complete as per direction of Departmental officers at site | 6.5 | cum | - | - |
| 1.004 | OD162695/2026-2027:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth excluding through and bond stone and levelling up with cement concrete upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 0.64 | cum | - | - |
| 1.005 | OD162696/2026-2027:Random rubble masonry with hard stone in foundation and plinth excluding through stone and levelling up with cement concrete up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 7.6 | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 12.33 | sqm | - | - |
| 1.007 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.57 | cum | - | - |
| 1.008 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 188.16 | kilogram | - | - |
| 1.009 | OD148666/2026-2027:Construction of Subgrade and Earthen Shoulders<br><br>Construction of subgrade
and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,
transporting to site, spreading, grading to required slope and compacted to meet requirement of
Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 6.19 | cum | - | - |
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