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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.9 L+₹15,427.57 (2.70%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.5 L+₹76,339.66 (13.4%)Rejected-AOC PUTHUSSERIPADY HOUSE KALYANAPATTA KANNIMARI P O 678103 | KANNIMARI | PALAKKAD | KERALA | 678103 | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | manoj.k L2 | TOMEY RAPHAEL L3 | BIJU. K L1 |
|---|---|---|---|---|---|---|
| 1.001.Rectification works to No.3 Distributory canal. | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 39 | sqm | 13.87 ₹540.93 | 15.28 ₹595.92 | 13.48 ₹525.72 Lowest |
| 1.00 | 15.9.2: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 cement mortar | 24 | cum | 2,441.6 ₹58,598.4 | 2,135.28 ₹51,246.72 | 1,883.73 ₹45,209.52 Lowest |
| 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 | 16.5 | cum | 274 ₹4,521 | 302.16 ₹4,985.64 | 266.55 ₹4,398.08 Lowest |
| 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 | 12.75 | cum | 196.57 ₹2,506.27 | 216.41 ₹2,759.23 | 190.9 ₹2,433.98 Lowest |
| 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) | 12.75 | cum | 6,052.79 ₹77,173.07 | 6,663.63 ₹84,961.28 | 5,878.27 ₹74,947.94 Lowest |
| 1.01 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 16.5 | cum | 3,047 ₹50,275.5 | 3,354.51 ₹55,349.42 | 2,959.15 ₹48,825.98 Lowest |
| 1.01 | 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) | 39.3 | cum | 6,366.08 ₹2,50,186.94 | 7,008.53 ₹2,75,435.23 | 6,182.53 ₹2,42,973.43 Lowest |
| 1.01 | 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). | 19.2 | cum | 4,003.46 ₹76,866.43 Lowest | 5,186.45 ₹99,579.84 | 4,575.07 ₹87,841.34 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.06 | cum | 7,047 ₹35,671.91 | 7,758.21 ₹39,272.06 | 6,843.85 ₹34,643.57 Lowest |
Tender Value
₹7.7 L
EMD Value
₹19,278
Closing Date
7 Aug 2026, 3:00 pmClosed
Assistant Executive Engineer
O/o Office of the Assistant Executive Engineer, Irrigation Sub Division III Chittoor
G E N E R A L W P C S P N P 2 0 2 6 2 0 2 7 Rectification works of No 3 Distributory canal in between ch 3 785 km to ch 3 815 km 1748 2026 General Civil Work
2026_Irrig_862527_1
IRR/PI/TR/1748/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
365 days
Walayar
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,700
Yes
₹19,278
Yes
3 Oct 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11.Rectification works to No.3 Distributory canal. | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 15.9.2: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 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 | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
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