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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-Finance | L1 | Accepted-Finance L1 BIDDER | |
| 2 | L2₹8.1 L+₹1.4 L (21.5%)Accepted-Finance | L2 | Accepted-Finance L2 BIDDER | |
| 3 | L3₹8.6 L+₹1.9 L (28.6%)Accepted-Finance | L3 | Accepted-Finance L3 BIDDER |
| Sl No | Description | Qty | Unit | K.G.GEORGE L2 | RAMAKRISHNAN. K L3 | SURESH M L1 |
|---|---|---|---|---|---|---|
| 1.00Nandankizhaya Branch-Canal Crossing near Ch 1/750km | ||||||
| 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 | 3.33 | cum | 305.76 ₹1,017.57 | 320.87 ₹1,067.86 | 170 ₹565.76 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) | 2.5 | cum | 6,742.96 ₹16,830.43 | 7,076.14 ₹17,662.05 | 5,550 ₹13,852.8 Lowest |
| 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). | 7.2 | cum | 5,248.19 ₹37,786.97 | 5,507.37 ₹39,653.06 | 4,300 ₹30,960 Lowest |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 18.3 | sqm | 328.24 ₹6,006.79 Lowest | 761.99 ₹13,944.42 | 690 ₹12,627 |
| 1.00 | 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) | 4.5 | cum | 8,915.45 ₹40,119.53 | 9,355.98 ₹42,101.91 | 7,340.46 ₹33,032.07 Lowest |
| 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 | 405 | kilogram | 95.57 ₹38,705.85 | 100.29 ₹40,617.45 | 75 ₹30,375 Lowest |
| 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) | 0.9 | cum | 7,850.57 ₹7,065.51 | 8,238.49 ₹7,414.64 | 6,460 ₹5,814 Lowest |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 10.08 | sqm | 291.55 ₹2,938.82 | 291.8 ₹2,941.34 | 175 ₹1,764 Lowest |
| 2.00Rectification of Canal Near CH 3/770 km | ||||||
Tender Value
₹9.7 L
EMD Value
₹24,131
Closing Date
17 Jul 2026, 1:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer Irrigation Sub Division NO.I Chittur , Pin-678104
GPS II-Modernization of Canals- 2025-26-Nemmara LAC-Nandankizhaya Branch-Canal Crossing near Ch 1/750km- Rectification of Canal Near CH 3/770 km
2026_Irrig_859667_1
IRR/PI/TR/4753/2025_5_1_1/2
Open Tender
Civil Works - Canal
Item Rate
360 days
Chittur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,130
₹24,131
28 Jul 2026
8 Jul 2026
20 Jul 2026
8 Jul 2026
17 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Nandankizhaya Branch-Canal Crossing near Ch 1/750km | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | - | sqm | - | - |
| 2Rectification of Canal Near CH 3/770 km | |||||
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