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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.8 L+₹93,091.38 (13.6%)Rejected-AOC PATHWALY UPPN THIMMU | THIMMU | KERALA | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.8 L+₹94,235.22 (13.7%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L3 | ABDUL LATHEEF P M L2 | MOHAMMED HANIS M A L1 |
|---|---|---|---|---|---|---|
| 1.00PATHWADY CHECK DAM MAINTENANCE | ||||||
| 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 | 5.76 | cum | 311.74 ₹1,795.62 | 311.36 ₹1,793.43 | 274.11 ₹1,578.87 Lowest |
| 1.00 | OD480897/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc | 12.4 | cum | 5,303.03 ₹65,768.18 | 5,296.1 ₹65,682.23 | 4,662.89 ₹57,829.16 Lowest |
| 1.00 | OD480898/2025-2026:Laterate neatly dressed stones of size 35*20*20 cm or nearest size in C.M 1:6 for super
structure above plinth level up to floor two level including all cost of materials , labours etc | 6.72 | cum | 6,067.73 ₹40,775.15 | 6,059.78 ₹40,721.72 | 5,335.28 ₹35,853.08 Lowest |
| 1.00 | 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 | 16.8 | metre | 197.7 ₹3,321.36 | 197.45 ₹3,317.16 | 173.83 ₹2,920.34 Lowest |
| 1.00 | OD480852/2025-2026:Supplying and fixing Vengai wood shutters for VCB including cost and conveyance of materials etc. complete. (Modified 50.9.13.3) | 4.19 | cum | 88,862.56 ₹3,72,156.4 | 88,789.65 ₹3,71,851.05 | 78,135.78 ₹3,27,232.65 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 | 14.21 | cum | 632.09 ₹8,982 | 631.34 ₹8,971.34 | 555.79 ₹7,897.78 Lowest |
| 1.01 | 5.4:Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like 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: 3 graded stone aggregate 20 mm nominal size derived from natural
sources) | 3.35 | cum | 10,651.99 ₹35,662.86 | 10,639.12 ₹35,619.77 | 9,366.17 ₹31,357.94 Lowest |
| 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 | 334.8 | kilogram | 97.43 ₹32,619.56 | 97.25 ₹32,559.3 | 85.67 ₹28,682.32 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 20.16 | sqm | 833.02 ₹16,793.68 | 831.95 ₹16,772.11 | 732.47 ₹14,766.6 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
19 Mar 2026, 10:00 amClosed
AE LSGD MANGALPADY
AE LSGD MANGALPADY GP
MAINTANANCE
2026_LSGD_846599_1
AE/LSGD/MGP/ETD/10/2025-2026
Open Tender
Repair and Maintenance Works
Item Wise
180 days
MANGALPADY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
1 Jul 2026
12 Mar 2026
20 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PATHWADY CHECK DAM MAINTENANCE | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD480897/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc | 1 | cum | - | - |
| 1.003 | OD480898/2025-2026:Laterate neatly dressed stones of size 35*20*20 cm or nearest size in C.M 1:6 for super
structure above plinth level up to floor two level including all cost of materials , labours etc | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD480852/2025-2026:Supplying and fixing Vengai wood shutters for VCB including cost and conveyance of materials etc. complete. (Modified 50.9.13.3) | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 5.4:Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like 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: 3 graded stone aggregate 20 mm nominal size derived from natural
sources) | 1 | 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 | - | 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 | - | sqm | - | - |
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