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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-Finance | ₹6.3 L | L1 | Accepted-Finance L1 BIDDER |
| 2 | L2₹6.7 L+₹43,294.12 (6.87%)Accepted-Finance | ₹6.7 L+₹43,294.12 (6.87%) | L2 | Accepted-Finance L2 BIDDER |
| 3 | L3₹7.0 L+₹74,183.88 (11.8%)Accepted-Finance PANAKALAHATTU VEEDU ECHAPPUKUZHI KUDAPPANAKKUNNU P O | KERALA | ₹7.0 L+₹74,183.88 (11.8%) | L3 | Accepted-Finance L3 BIDDER |
| 4 | L4₹7.1 L+₹78,930.05 (12.5%)Accepted-Finance | ₹7.1 L+₹78,930.05 (12.5%) | L4 | Accepted-Finance L4 BIDDER |
| 5 | L5₹7.1 L+₹81,312.88 (12.9%)Accepted-Finance THEKKEDESAM POST 678553 | PALAKKAD | KERALA | 678553 | ₹7.1 L+₹81,312.88 (12.9%) | L5 | Accepted-Finance L5 BIDDER |
| Sl No | Description | Qty | Unit | manoj.k L1 | RADHAKRISHNAN. K L5 | Rahulan C L6 | BIJU. K L4 | GREENHAVEN CONSTRUCTIONS and PROJECTPVT LTD L3 | SURESH M L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00CANAL | |||||||||
| 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 | 200 | sqm | 14 ₹2,800 Lowest | 16.26 ₹3,252 | 16.44 ₹3,288 | 16.21 ₹3,242 | 16.04 ₹3,208 | 15.41 ₹3,082 |
| 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 | 4.88 | cum | 950.64 ₹4,634.37 | 950.72 ₹4,634.76 | 961.35 ₹4,686.58 | 947.53 ₹4,619.21 Lowest | 1,060.01 ₹5,167.55 | 1,569.49 ₹7,651.26 |
| 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 | 26.54 | cum | 204 ₹5,414.16 Lowest | 230.32 ₹6,112.69 | 232.9 ₹6,181.17 | 229.55 ₹6,092.26 | 228 ₹6,051.12 | 218.21 ₹5,791.29 |
| 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) | 19.68 | cum | 6,284 ₹1,23,700.54 Lowest | 7,092 ₹1,39,606.02 | 7,171.33 ₹1,41,167.63 | 7,068.2 ₹1,39,137.52 | 7,023.04 ₹1,38,248.54 | 6,719.16 ₹1,32,266.66 |
| 1.00 | 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) | 14.32 | cum | 6,609.71 ₹94,684.1 Lowest | 7,459.08 ₹1,06,851.32 | 7,542.51 ₹1,08,046.46 | 7,434.05 ₹1,06,492.77 | 7,386.54 ₹1,05,812.19 | 7,066.94 ₹1,01,233.92 |
| 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). | 3.9 | cum | 4,357 ₹16,992.3 Lowest | 5,519.72 ₹21,526.91 | 5,581.46 ₹21,767.69 | 5,501.19 ₹21,454.64 | 5,466.18 ₹21,318.1 | 5,229.57 ₹20,395.32 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 93.6 | sqm | 665 ₹62,244 Lowest | 750.6 ₹70,256.16 | 759 ₹71,042.4 | 748.08 ₹70,020.29 | 740.78 ₹69,337.01 | 710 ₹66,456 |
| 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) | 34.61 | cum | 7,316 ₹2,53,192.13 Lowest | 8,256.96 ₹2,85,756.87 | 8,349.32 ₹2,88,953.27 | 8,229.25 ₹2,84,797.88 | 8,175.93 ₹2,82,952.59 | 7,822 ₹2,70,703.78 |
| 1.01 | 5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars | 593 | kilogram | 89 ₹52,777.36 Lowest | 100.51 ₹59,602.83 | 101.64 ₹60,272.93 | 100.18 ₹59,407.14 | 99.52 ₹59,015.76 | 95.23 ₹56,471.77 |
Tender Value
₹8.0 L
EMD Value
₹19,898
Closing Date
15 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer Irrigation Sub Division NO.I Chittur , Pin-678104
GENERAL-GPS II-Modernization of Canals- 2025-26-Nemmara LAC-Kizhakkethara Branch Canal-Rectification b/w Ch 1/480km and 1/580 km -General Civil Work
2026_Irrig_859346_1
IRR/PI/TR/4753/2025_5_3_2/1
Open Tender
Civil Works - Canal
Item Rate
360 days
Chittur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,755
₹19,898
28 Jul 2026
6 Jul 2026
17 Jul 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CANAL | |||||
| 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 | 15.9.1: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 | 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) | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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). | - | cum | - | - |
| 1.007 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 1 | sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.009 | 5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars | 0.6 | kilogram | - | - |
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