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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | ₹9.0 L | L1 | Accepted-AOC 1st lowest |
| 2 | Rejected-Technical PARAVAN VILA VEEDU MELAMMAKAM MARIYAPURAM | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical VATTAMTHALA VEEDU THATHIYOOR MANCHAVILAKOM P O | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Prebin S.V L3 | AJEESH KUMAR AR L2 | DHARMARAJAN N L4 | RAJENDRAN T L1 |
|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||||
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 24 | hour | 434.9 ₹10,437.60 | 420.29 ₹10,086.96 | 440.08 ₹10,561.92 | 412.83 ₹9,907.92 |
| 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 | 541.38 | cum | 343.41 ₹1.9 L | 331.87 ₹1.8 L | 347.5 ₹1.9 L | 325.98 ₹1.8 L |
| 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) | 4.44 | cum | 7,573.16 ₹33,624.83 | 7,318.53 ₹32,494.27 | 7,663.18 ₹34,024.52 | 7,188.79 ₹31,918.23 |
| 1.00 | 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. | 65.58 | sqm | 801.52 ₹52,563.68 | 774.58 ₹50,796.96 | 811.06 ₹53,189.31 | 760.85 ₹49,896.54 |
| 1.00 | 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) | 30.88 | cum | 8,817.15 ₹2.7 L | 8,520.7 ₹2.6 L | 8,921.95 ₹2.8 L | 8,369.64 ₹2.6 L |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 4 | sqm | 728.29 ₹2,913.16 | 703.81 ₹2,815.24 | 736.95 ₹2,947.80 | 691.33 ₹2,765.32 |
| 1.01 | 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) | 0.8 | cum | 10,013.14 ₹8,010.51 | 9,676.48 ₹7,741.18 | 10,132.16 ₹8,105.73 | 9,504.93 ₹7,603.94 |
| 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 | 954.4 | kilogram | 107.32 ₹1.0 L | 103.72 ₹98,990.37 | 108.6 ₹1.0 L | 101.88 ₹97,234.27 |
| 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) | 1.64 | cum | 8,180.55 ₹13,424.28 | 7,905.5 ₹12,972.93 | 8,277.78 ₹13,583.84 | 7,765.35 ₹12,742.94 |
Tender Value
₹10.2 L
EMD Value
₹25,422
Closing Date
23 Apr 2026, 4:30 pmClosed
Assistant Executive Engineer
O/o the Assistant Executive Engineer,Channel subdivision,Neyyattinkara
GENERAL NIP Reconstruction of UT and side protection works near 1650 m Vizhinjam Branch Channel General Civil Work
2026_Irrig_848649_1
IRR/IA/TR/2040/2026_5_1_1/1
Open Tender
Civil Works - Canal
Neyyattinkara
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,760
Yes
₹25,422
Yes
4 Jun 2026
20 Apr 2026
24 Apr 2026
20 Apr 2026
23 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Detailed Estimate | ||||||
| 1.001 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | 1 | kilogram | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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