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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.9 LAccepted-AOC KUNNATHUNAD G P | ERNAKULAM | KERALA | 680667 | ₹1.9 L | l1 | Accepted-AOC Successful bidder |
| 2 | L2₹2.0 L+₹3,850.07 (2.01%)Rejected-AOC ALUVA MUNCIPALITY ALUVA PO PIN 683101 | ERNAKULAM | KERALA | 683101 | ₹2.0 L+₹3,850.07 (2.01%) | L2 | Rejected-AOC valid bidder |
| Sl No | Description | Qty | Unit | N J CONSTRUCTION L1 | Kuriakose Mathew L2 |
|---|---|---|---|---|---|
| 1.00Well maintenace | |||||
| 1.00 | 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 | 1.51 | cum | 2,076.59 ₹3,127.34 Lowest | 2,125 ₹3,200.25 |
| 1.00 | 15.9.2: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 cement mortar | 8.76 | cum | 2,478.45 ₹21,713.7 Lowest | 2,540 ₹22,252.94 |
| 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) | 4.62 | cum | 9,601.19 ₹44,319.09 Lowest | 10,000 ₹46,160 |
| 1.00 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 46.16 | sqm | 301.24 ₹13,904.64 Lowest | 310 ₹14,308.98 |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.85 | cum | 13,106.09 ₹11,166.39 Lowest | 13,500 ₹11,502 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1.99 | sqm | 937.21 ₹1,862.24 Lowest | 960 ₹1,907.52 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3.25 | sqm | 743.81 ₹2,420.36 Lowest | 760 ₹2,473.04 |
| 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 | 555.32 | kilogram | 109.62 ₹60,874.18 | 109 ₹60,529.88 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 3.96 | cum | 711.16 ₹2,813.35 Lowest | 728 ₹2,879.97 |
Tender Value
₹2.0 L
EMD Value
₹4,919
Closing Date
27 May 2026, 3:00 pmClosed
AE KUNNATHUNAD G P
AE KUNNATHUNAD G P
well maintenance
2026_LSGD_851881_1
1/AE/LSGD/KND/26-27
Open Tender
Civil Works - Water Works
Item Rate
180 days
kunnathunad G P
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹4,919
Yes
13 Jul 2026
19 May 2026
29 May 2026
19 May 2026
27 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Well maintenace | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 15.9.2: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 cement mortar | 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) | 1 | cum | - | - |
| 1.004 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | - | sqm | - | - |
| 1.005 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | - | - |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 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 | - | kilogram | - | - |
| 1.009 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | - | cum | - | - |
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