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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.9 L+₹14,038.68 (5.00%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | G.RAMACHANDRAN L1 | GOPALAN.M L2 |
|---|---|---|---|---|---|
| 1.00Improvement of Chittilamchery distributary of RBC between Ch:0/950 km to 1/050 km-General Civil Work | |||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 69 | sqm | 9.27 ₹639.63 Lowest | 9.73 ₹671.37 |
| 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 | 8.4 | cum | 2,542 ₹21,352.8 Lowest | 2,669.1 ₹22,420.44 |
| 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 | 14.31 | cum | 257.63 ₹3,686.69 Lowest | 270.51 ₹3,871 |
| 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) | 5 | cum | 7,932.89 ₹39,688.25 Lowest | 8,329.53 ₹41,672.64 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 63.6 | sqm | 386.16 ₹24,559.78 Lowest | 405.47 ₹25,787.89 |
| 1.01 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 3 | metre | 113.08 ₹339.24 Lowest | 118.73 ₹356.19 |
| 1.01 | 4.1.5: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 20 mm nominal size derived from natural sources) | 6.73 | cum | 8,569.14 ₹57,653.17 Lowest | 8,997.6 ₹60,535.85 |
| 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) | 2.06 | cum | 9,235.97 ₹19,026.1 Lowest | 9,697.77 ₹19,977.41 |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 36.8 | sqm | 343.79 ₹12,651.47 Lowest | 360.98 ₹13,284.06 |
Tender Value
₹2.8 L
EMD Value
₹7,019
Closing Date
24 Jul 2026, 5:00 pmClosed
assistent executive engineer
canal sub divition alathurassistent executive engineer
GENERAl Mangalam Project Dam Section Action Plan 2026 27Improvement of Chittilamchery distributary of RBC between Ch 0 950 km to 1 050 km
2026_Irrig_861391_1
15IRR/PI/TR/1720/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
240 days
alathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹620
Yes
₹7,019
Yes
29 Aug 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
24 Jul 2026
18 Jul 2026
18 Jul 2026 - 20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Improvement of Chittilamchery distributary of RBC between Ch:0/950 km to 1/050 km-General Civil Work | |||||
| 1.001 | 2.32:Clearing grass and removal of the 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 | 2.6.1: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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.006 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | metre | - | - |
| 1.007 | 4.1.5: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 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 1 | sqm | - | - |
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