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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.0 L+₹54,266.27 (8.42%)Admitted-Fee/PreQual/Technical/Finance THOTTIYIL CHITHARI RAVANESHWARAM | KERALA | ₹7.0 L+₹54,266.27 (8.42%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.3 L+₹84,167.89 (13.1%)Admitted-Fee/PreQual/Technical/Finance | ₹7.3 L+₹84,167.89 (13.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUKESH M L2 | BA ABBAS L1 | M CHANDRAN L3 |
|---|---|---|---|---|---|---|
| 1.00TOILET CONSTRUCTION | ||||||
| 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 | 30.43 | cum | 279.09 ₹8,492.99 | 256 ₹7,790.34 Lowest | 291.04 ₹8,856.64 |
| 1.00 | OD455978/2025-2026::Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 26.1 | cm | 4,747.51 ₹1,23,924.25 | 4,358 ₹1,13,756.87 Lowest | 4,950.7 ₹1,29,228.12 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 14.52 | sqm | 591.87 ₹8,593.95 | 544 ₹7,898.88 Lowest | 617.2 ₹8,961.74 |
| 1.00 | OD437823/2025-2026: Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 13.59 | cum | 5,432.11 ₹73,800.65 | 4,987 ₹67,753.38 Lowest | 5,664.6 ₹76,959.26 |
| 1.00 | 5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | 38.78 | sqm | 830.6 ₹32,210.67 | 763 ₹29,589.14 Lowest | 866.15 ₹33,589.3 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 3.02 | metre | 176.99 ₹535.22 | 163 ₹492.91 Lowest | 184.57 ₹558.14 |
| 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 | 623.54 | kilogram | 87.22 ₹54,384.81 Lowest | 90 ₹56,118.24 | 90.95 ₹56,710.6 |
| 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). | 7.76 | cum | 10,428.8 ₹80,906.63 | 9,575 ₹74,282.85 Lowest | 10,875.15 ₹84,369.41 |
| 1.01 | 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) | 1.67 | cum | 6,154.56 ₹10,253.5 | 5,650 ₹9,412.9 Lowest | 6,417.98 ₹10,692.35 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
10 Sept 2026, 11:00 amClosed
Assistant Engineer, LIDEW, Kanhangad Municipality
Assistant Engineer, LIDEW, Kanhangad Municipality
Annual Plan-KMC 2025-26 PRO.NO 84 TOILET FOR MCBM ALP SCHOOL WARD 1
2026_LSGD_866770_43
02/2026/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Buildings
Item Rate
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,182
Yes
12 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TOILET CONSTRUCTION | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD455978/2025-2026::Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | - | cm | - | - |
| 1.003 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.004 | OD437823/2025-2026: Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.005 | 5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | - | sqm | - | - |
| 1.006 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 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 | 0.4 | kilogram | - | - |
| 1.008 | 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). | - | cum | - | - |
| 1.009 | 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) | 1 | cum | - | - |
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