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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 LAccepted-AOC | ₹3.7 L | 1 | Accepted-AOC lowest bidder |
| 2 | 2₹3.7 LRejected-Finance | ₹3.7 L | 2 | Rejected-Finance Highest Bidder |
| 3 | 3₹3.7 LRejected-Finance | ₹3.7 L | 3 | Rejected-Finance Highest Bidder |
| 4 | 4₹3.8 LRejected-Finance | ₹3.8 L | 4 | Rejected-Finance Highest Bidder |
| 5 | 5₹3.8 LRejected-Finance | ₹3.8 L | 5 | Rejected-Finance Highest Bidder |
| Sl No | Description | Qty | Unit | A HASHIM L3 | SHIYAS.H L1 | Snehalal k L5 | AMBADI CONTRACTS L6 | PRASANTH PS L2 | RAHIM S L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Compound Wall Toilet and Kitchen | |||||||||
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 25.24 | sqm | 154.26 ₹3,893.52 | 150.95 ₹3,809.98 | 157 ₹3,962.68 | 162.98 ₹4,113.62 | 153.21 ₹3,867.02 | 154.94 ₹3,910.69 |
| 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 | 60 | kg | 2.15 ₹129 | 2.12 ₹127.2 | 2 ₹120 | 2.26 ₹135.6 | 2.12 ₹127.2 | 2.15 ₹129 |
| 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 | 5.94 | cum | 659.26 ₹3,916 | 645.11 ₹3,831.95 | 669 ₹3,973.86 | 696.51 ₹4,137.27 | 654.79 ₹3,889.45 | 662.17 ₹3,933.29 |
| 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 | 0.9 | cum | 325.43 ₹292.89 | 318.45 ₹286.61 | 330 ₹297 | 343.82 ₹309.44 | 323.22 ₹290.9 | 326.87 ₹294.18 |
| 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) | 2.04 | cum | 7,176.62 ₹14,669.01 | 7,022.55 ₹14,354.09 | 7,286 ₹14,892.58 | 7,582.08 ₹15,497.77 | 7,127.96 ₹14,569.55 | 7,208.25 ₹14,733.66 |
| 1.01 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 10.94 | cum | 6,895.84 ₹75,412.91 | 6,747.79 ₹73,793.83 | 7,001 ₹76,562.94 | 7,285.44 ₹79,673.57 | 6,849.08 ₹74,901.54 | 6,926.23 ₹75,745.25 |
| 1.01 | 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). | 0.18 | cum | 12,160.66 ₹2,188.92 | 11,899.58 ₹2,141.92 | 12,346 ₹2,222.28 | 12,847.7 ₹2,312.59 | 12,078.22 ₹2,174.08 | 12,214.25 ₹2,198.57 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1.8 | sqm | 869.6 ₹1,565.28 | 850.93 ₹1,531.67 | 883 ₹1,589.4 | 918.73 ₹1,653.71 | 863.7 ₹1,554.66 | 873.43 ₹1,572.17 |
| 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 | 13.5 | kilogram | 101.7 ₹1,372.95 | 99.52 ₹1,343.52 | 103 ₹1,390.5 | 107.45 ₹1,450.58 | 101.01 ₹1,363.64 | 102.15 ₹1,379.03 |
Tender Value
₹4.2 L
EMD Value
₹10,582
Closing Date
18 May 2026, 12:00 pmClosed
AE LSGD
AE LSGD Panavoor GP
Annual Plan-2026-27-Panavoor Gramapanchayath-Project No-153-27-Construction of Compound Wall Toilet and Kitchen in Panavoor LPS-General Civil Work
2026_LSGD_849925_1
01/2026-27/AE/LID/EW/PVRGP
Open Tender
Civil Works - Buildings
180 days
PANAVOOR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹940
Yes
₹10,582
Yes
11 Jun 2026
11 May 2026
19 May 2026
11 May 2026
18 May 2026
11 May 2026
11 May 2026 - 18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound Wall Toilet and Kitchen | |||||
| 1.001 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 1 | sqm | - | - |
| 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 | - | kg | - | - |
| 1.003 | 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 | - | cum | - | - |
| 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 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | 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 | - | kilogram | - | - |
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