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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹2.1 L+₹205.04 (0.10%)Rejected-AOC KOLLAYIL KERALA | IDUKKI | KERALA | 685533 | ₹2.1 L+₹205.04 (0.10%) | L2 | Rejected-AOC HIGHER |
| Sl No | Description | Qty | Unit | Bineesh Kumar L1 | Pradeep L2 |
|---|---|---|---|---|---|
| 1.00SEPTIC TANK | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 14.4 | cum | 257.63 ₹3,709.87 Lowest | 258 ₹3,715.2 |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 3.63 | cum | 6,831.14 ₹24,790.21 Lowest | 6,834 ₹24,800.59 |
| 1.00 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 7.5 | sqm | 353.61 ₹2,652.08 Lowest | 354 ₹2,655 |
| 1.00 | 23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges | 7.5 | cum | 1,633.11 ₹12,241.79 Lowest | 1,634 ₹12,248.46 |
| 1.00 | 2.20.1:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth not exceeding 1.5 m | 24 | sqm | 85.96 ₹2,063.04 Lowest | 86 ₹2,064 |
| 1.01 | 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) | 0.54 | cum | 10,488.77 ₹5,663.94 Lowest | 10,490 ₹5,664.6 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.88 | sqm | 386.16 ₹1,112.14 Lowest | 387 ₹1,114.56 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 8.96 | sqm | 961.24 ₹8,612.71 Lowest | 962 ₹8,619.52 |
| 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 | 56.7 | kilogram | 112.43 ₹6,374.78 Lowest | 113 ₹6,407.1 |
Tender Value
₹2.1 L
EMD Value
₹5,288
Closing Date
11 Jun 2026, 6:00 pmClosed
AJITHKUMAR Y
LIDANDEW SECTION ARYAD GP
Annual Plan-ARYAD GP 2026-27 Provision of Soak pit and Anciliary Sanitation Facilities in Community Hall-PROJECT NO -252/26- General Civil Work
2026_LSGD_853844_2
02/AE/LIDANDEW/AGP 2026-27
Open Tender
Civil Works - Roads
Item Rate
ARYAD GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,288
Yes
15 Sept 2026
2 Jun 2026
15 Jun 2026
3 Jun 2026
11 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SEPTIC TANK | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.002 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | - | cum | - | - |
| 1.003 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | - | sqm | - | - |
| 1.004 | 23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges | - | cum | - | - |
| 1.005 | 2.20.1:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth not exceeding 1.5 m | - | sqm | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 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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