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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,502.90Admitted-Fee/PreQual/Technical/Finance | ₹84,502.90 | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹95,267.70+₹10,764.80 (12.7%)Admitted-Fee/PreQual/Technical/Finance | ₹95,267.70+₹10,764.80 (12.7%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M. NASEEM RASHEED L1 | SHANUS LAL M L2 |
|---|---|---|---|---|---|
| 1.00Building work | |||||
| 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 | 1.73 | cum | 350 ₹604.1 Lowest | 350 ₹604.1 Lowest |
| 1.00 | 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 | 11.76 | kilogram | 120 ₹1,411.2 Lowest | 120 ₹1,411.2 Lowest |
| 1.00 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 0.17 | cum | 13,000 ₹2,184 Lowest | 13,000 ₹2,184 Lowest |
| 1.00 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 1.9 | sqm | 800 ₹1,520 Lowest | 800 ₹1,520 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.19 | cum | 8,000 ₹1,536 Lowest | 8,000 ₹1,536 Lowest |
| 1.01 | OD47409/2026-2027:Engaging man mazdoor | 6 | each | 1,200 ₹7,200 Lowest | 1,200 ₹7,200 Lowest |
| 1.01 | 15.7.4: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 cement mortar | 0.61 | cum | 2,000 ₹1,228 Lowest | 2,000 ₹1,228 Lowest |
| 1.01 | OD47425/2026-2027: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 | 0.76 | cum | 4,800 ₹3,628.8 Lowest | 4,800 ₹3,628.8 Lowest |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 0.67 | cum | 7,500 ₹4,995 Lowest | 7,500 ₹4,995 Lowest |
Tender Value
₹84,442
EMD Value
₹2,111
Closing Date
9 Jul 2026, 6:00 pmClosed
JASNA P T
The Assistant Engineer, LIDEW Section ,Kalikavu
Annual Plan-2026-27 Kalikav GP-Proj. No 72/27-Eenadi Anganvadi Renovation (MGNR - 1L) Ward 12-General Civil Work
2026_LSGD_857526_10
01/TN/AE/LIDEW/KKV/26-27
Open Tender
Civil Works - Buildings
Item Rate
300 days
KALIKAVU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,111
Yes
13 Jul 2026
24 Jun 2026
13 Jul 2026
24 Jun 2026
9 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building work | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | 1 | kilogram | - | - |
| 1.003 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | - | cum | - | - |
| 1.004 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | - | sqm | - | - |
| 1.005 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | OD47409/2026-2027:Engaging man mazdoor | - | each | - | - |
| 1.007 | 15.7.4: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 cement mortar | 1 | cum | - | - |
| 1.008 | OD47425/2026-2027: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 | - | cum | - | - |
| 1.009 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 1 | cum | - | - |
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