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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.7 L+₹64,056 (12.6%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHAMMED SHANAVAS .T T L1 | CALICUT AIRPORT LCCS. LTD. L2 |
|---|---|---|---|---|---|
| 1.00Improvement work of well | |||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 15 | hour | 317.38 ₹4,760.7 Lowest | 317.38 ₹4,760.7 Lowest |
| 1.00 | OD484095/2025-2026:Earth work excavation in all classes of soil for digging well(for for sixth depth 9 m to 10.50 m) | 11.03 | cum | 958.69 ₹10,570.52 Lowest | 958.69 ₹10,570.52 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) | 13.67 | cum | 9,044.99 ₹1,23,672.15 Lowest | 9,044.99 ₹1,23,672.15 Lowest |
| 1.00 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 184.83 | sqm | 283.79 ₹52,452.91 Lowest | 283.79 ₹52,452.91 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 | 546.92 | kilogram | 103.26 ₹56,474.96 Lowest | 103.26 ₹56,474.96 Lowest |
| 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 | 579.71 | kg | 163.89 ₹95,008.18 Lowest | 163.89 ₹95,008.18 Lowest |
| 1.01 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 5.5 | cum | 236.63 ₹1,300.28 Lowest | 236.63 ₹1,300.28 Lowest |
| 1.01 | OD61813/2026-2027: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 | 5.5 | cum | 3,668.07 ₹20,156.04 Lowest | 3,668.07 ₹20,156.04 Lowest |
| 1.01 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 3.89 | cum | 7,489.25 ₹29,148.16 Lowest | 7,489.25 ₹29,148.16 Lowest |
Tender Value
Refer Docs
EMD Value
₹12,690
Closing Date
25 Jul 2026, 6:55 pmClosed
Assistant Engineer
Assistant Engineer LID and EW Section Perinthalmanna Municiplaity
Annual Plan-2025-26 Project No.152- Kolakkada Colony well Improvement At Ward 19 in Perinthalmanna Municipality-General Civil Work
2026_LSGD_861374_8
02/ME/LID and EW/PMNA/ET/2026-27
Open Tender
Civil Works - Roads
Item Rate
Perinthalmanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,120
Yes
₹12,690
Yes
28 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
25 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Improvement work of well | |||||
| 1.001 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
| 1.002 | OD484095/2025-2026:Earth work excavation in all classes of soil for digging well(for for sixth depth 9 m to 10.50 m) | 1 | cum | - | - |
| 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 | 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 | - | - |
| 1.006 | 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 | 0.8 | kg | - | - |
| 1.007 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.008 | OD61813/2026-2027: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 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - |
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