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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,514.28Accepted-AOC CHOORAKUZHI PANCHAYATH KARAKULAM | ₹84,514.28 | L1 | Accepted-AOC L1 |
| 2 | L2₹85,134.23+₹619.95 (0.73%)Rejected-Finance | ₹85,134.23+₹619.95 (0.73%) | L2 | Rejected-Finance L2 |
| 3 | L3₹88,740.03+₹4,225.75 (5.00%)Rejected-Finance | ₹88,740.03+₹4,225.75 (5.00%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SATHYAN F L2 | RAJAN D J L1 | S. S DEEPAK L3 |
|---|---|---|---|---|---|---|
| 1.00Toilet Construction | ||||||
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.53 | cum | 2,573 ₹1,371.41 | 2,572.86 ₹1,371.33 Lowest | 2,701.5 ₹1,439.9 |
| 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 | 0.07 | cum | 2,178 ₹152.46 | 2,177.17 ₹152.4 Lowest | 2,286.03 ₹160.02 |
| 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 | 1.15 | cum | 368 ₹423.94 | 367.72 ₹423.61 Lowest | 386.11 ₹444.8 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 0.25 | cum | 8,529 ₹2,149.31 | 8,528.9 ₹2,149.28 Lowest | 8,955.35 ₹2,256.75 |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.08 | cum | 10,722 ₹836.32 | 10,721.86 ₹836.31 Lowest | 11,257.95 ₹878.12 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1.82 | sqm | 779.84 ₹1,419.31 Lowest | 779.84 ₹1,419.31 Lowest | 818.83 ₹1,490.27 |
| 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 | 7.28 | kilogram | 114.92 ₹836.62 Lowest | 114.92 ₹836.62 Lowest | 120.67 ₹878.48 |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 5.01 | kg | 114.92 ₹576.32 Lowest | 114.92 ₹576.32 Lowest | 120.67 ₹605.16 |
| 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). | 0.06 | cum | 13,750 ₹811.25 | 13,740.86 ₹810.71 Lowest | 14,427.9 ₹851.25 |
Tender Value
₹84,514
EMD Value
₹2,113
Closing Date
17 Feb 2026, 5:00 pmClosed
Assistant Engineer
LIDEW Section Kuttichal Grama Panchayat
255/26-TOILET CONSTRUCTION FOR PANCHAYATH OFFICE IN KUTTICHAL GP
2026_LSGD_834737_3
T5/2026/AE/LIDEW/KTCL
Open Tender
Civil Works - Buildings
Item Rate
120 days
Kuttichal GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,113
Yes
13 Aug 2026
9 Feb 2026
19 Feb 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Toilet Construction | |||||
| 1.001 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | cum | - | - |
| 1.004 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.005 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kg | - | - |
| 1.009 | 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 | - | - |
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