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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹8.9 L+₹21,073.81 (2.43%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | A M YOOSAF L1 | FAHAD A Y L2 |
|---|---|---|---|---|---|
| 1.00Construction of bridge near ch:39.200 km | |||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 2.43 | cum | 3,671.89 ₹8,922.69 Lowest | 3,690 ₹8,966.7 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 19.71 | cum | 1,197.33 ₹23,599.37 Lowest | 1,200 ₹23,652 |
| 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 | 30.06 | cum | 257.63 ₹7,744.36 Lowest | 270 ₹8,116.2 |
| 1.00 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 10.3 | cum | 6,174.34 ₹63,571 Lowest | 6,300 ₹64,864.8 |
| 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) | 15.74 | cum | 7,932.89 ₹1,24,863.69 Lowest | 7,992 ₹1,25,794.08 |
| 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 | 4.8 | sqm | 386.16 ₹1,853.57 Lowest | 390 ₹1,872 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 42.74 | sqm | 1,008.55 ₹43,105.43 Lowest | 1,020 ₹43,594.8 |
| 1.01 | OD40003/2025-2026:PVC WEEP HOLES - Providing weep holes using 110 mm dia . PVC pipe working pressure 6 kg / sq.cm including cost of materials,conveyance,labour charges etc. complete. | 30 | metre | 260.06 ₹7,801.8 Lowest | 275 ₹8,250 |
| 1.01 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 17.4 | cum | 8,364.57 ₹1,45,543.52 Lowest | 8,500 ₹1,47,900 |
Tender Value
₹8.7 L
EMD Value
₹21,711
Closing Date
10 Jun 2026, 11:00 amClosed
Roshni S S
CIP Subdivision Pazhayannur
MLA-SDF-2025-26-Chelakkara Constituency-Construction of bridge at Cheerakuzhy Canal-Karuvampadiroad in Desamangalam Panchayath-General Civil Work
2026_Irrig_853581_1
IRR/IA/TR/203/2026_5_1_1/1
Open Tender
Civil Works - Bridges
Item Rate
180 days
Cheerakuzhy
Please refer tender documents
8 documents required · 8 mandatory
₹1,915
Yes
₹21,711
Yes
1 Jul 2026
2 Jun 2026
11 Jun 2026
2 Jun 2026
10 Jun 2026
2 Jun 2026
2 Jun 2026 - 10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of bridge near ch:39.200 km | |||||
| 1.001 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | cum | - | - |
| 1.002 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | - | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 1 | 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 | 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 | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.008 | OD40003/2025-2026:PVC WEEP HOLES - Providing weep holes using 110 mm dia . PVC pipe working pressure 6 kg / sq.cm including cost of materials,conveyance,labour charges etc. complete. | - | metre | - | - |
| 1.009 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
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