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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹3.8 L+₹11,087.66 (2.98%)Rejected-AOC | ₹3.8 L+₹11,087.66 (2.98%) | L2 | Rejected-AOC second lowest |
| 3 | L3₹4.1 L+₹42,198.81 (11.3%)Rejected-Finance | ₹4.1 L+₹42,198.81 (11.3%) | L3 | Rejected-Finance THIRD LOWEST |
| Sl No | Description | Qty | Unit | Puliyilakalayil Construction L3 | Sasidharan Nair K K L1 | K T RAVINDRAN NAIR L2 |
|---|---|---|---|---|---|---|
| 1.00WASH AREA 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 | 0.82 | cum | 713.8 ₹582.46 | 640 ₹522.24 Lowest | 660.23 ₹538.75 |
| 1.00 | 15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats | 43.83 | kg | 2.35 ₹103 | 2 ₹87.66 Lowest | 2.14 ₹93.8 |
| 1.00 | 15.28.2:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos cement Sheet | 21.6 | sqm | 78.35 ₹1,692.36 | 70 ₹1,512 Lowest | 72.45 ₹1,564.92 |
| 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 | 2.77 | cum | 352.35 ₹977.42 | 334 ₹926.52 | 325.9 ₹904.05 Lowest |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.85 | cum | 7,770.25 ₹6,604.71 | 7,368.72 ₹6,263.41 | 7,187.2 ₹6,109.12 Lowest |
| 1.01 | 50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | 4.34 | cum | 7,544.25 ₹32,772.22 | 6,777.89 ₹29,443.15 Lowest | 6,978.15 ₹30,313.08 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.15 | cum | 9,759.7 ₹11,252.93 | 8,768.25 ₹10,109.79 Lowest | 9,027.32 ₹10,408.5 |
| 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 | 104.61 | kilogram | 110.1 ₹11,518 | 98 ₹10,252.17 Lowest | 101.86 ₹10,655.98 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 11.78 | sqm | 941.55 ₹11,091.46 | 845.89 ₹9,964.58 Lowest | 870.88 ₹10,258.97 |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
24 Jul 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK-79/27-VELLOOR DIVISION GVHSS PERUVA MAINTENANCE-General Civil Work
2026_LSGD_860809_25
1/2026-27/AEE/LID and EW
Open Tender
Civil Works - Others
Item Rate
180 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,578
Yes
14 Sept 2026
17 Jul 2026
25 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1WASH AREA 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 | 1 | cum | - | - |
| 1.002 | 15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats | 1 | kg | - | - |
| 1.003 | 15.28.2:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos cement Sheet | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | - | cum | - | - |
| 1.007 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | 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 | 0.6 | kilogram | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
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