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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance THOTTIYIL CHITHARI RAVANESHWARAM | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.7 L+₹5,172.83 (3.15%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUKESH M L1 | PWD/CIVIL/480/2026-2027 L2 |
|---|---|---|---|---|---|
| 1.00compoundwall construction | |||||
| 1.00 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 7.68 | cum | 677.94 ₹5,206.58 Lowest | 699.26 ₹5,370.32 |
| 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 | 6.88 | cum | 334.65 ₹2,302.73 Lowest | 345.18 ₹2,375.18 |
| 1.00 | OD166967/2026-2027:laterate masonry with departmental laterate stone of size 35x20x20 cm or nearest size in cement
mortar 1:6 for foundation and basement including all cost ,labour charges etc complete | 5.38 | cum | 3,418.51 ₹18,377.91 Lowest | 3,526.02 ₹18,955.88 |
| 1.00 | OD166966/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 12.04 | cum | 5,692.75 ₹68,569.17 Lowest | 5,871.78 ₹70,725.59 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 110.7 | sqm | 343.99 ₹38,079.69 Lowest | 354.81 ₹39,277.47 |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 99 | kg | 165.99 ₹16,433.01 Lowest | 171.21 ₹16,949.79 |
| 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 | 2.56 | sqm | 359.24 ₹919.65 Lowest | 370.54 ₹948.58 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 3.6 | sqm | 938.25 ₹3,377.7 Lowest | 967.76 ₹3,483.94 |
| 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 | 52.6 | kilogram | 104.59 ₹5,501.43 Lowest | 107.88 ₹5,674.49 |
Tender Value
₹1.7 L
EMD Value
₹4,158
Closing Date
13 Oct 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Construction of Compound Wall
2026_LSGD_875313_1
80/2026-27
Open Tender
Civil Works - Buildings
Item Wise
180 days
Ravaneshwaram
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,158
Yes
15 Oct 2026
3 Oct 2026
15 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1compoundwall construction | |||||
| 1.001 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 7.68 | 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 | 6.88 | cum | - | - |
| 1.003 | OD166967/2026-2027:laterate masonry with departmental laterate stone of size 35x20x20 cm or nearest size in cement
mortar 1:6 for foundation and basement including all cost ,labour charges etc complete | 5.38 | cum | - | - |
| 1.004 | OD166966/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 12.05 | cum | - | - |
| 1.005 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 110.7 | sqm | - | - |
| 1.006 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 99 | kg | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.56 | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 3.6 | sqm | - | - |
| 1.009 | 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 | 52.6 | kilogram | - | - |
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