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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹6.2 LAccepted-AOC J J NIVAS MELEKUTTIKADU MALAMCHUTTU PARASSUVAIKKAL P O TRIVANDRUM | ₹6.2 L | 1st | Accepted-AOC Agt Executed EMD may be released |
| 2 | Rejected-Technical | - | - | Rejected-Technical 2nd lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical 3rd LOWEST |
| Sl No | Description | Qty | Unit | JOY J S L1 | R Thankamony L3 | R SELVARAJ L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of bridge | ||||||
| 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 | 5 | hour | 377.17 ₹1,885.85 | 400.54 ₹2,002.70 | 379.28 ₹1,896.40 |
| 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 | 41.91 | cum | 213.34 ₹8,942.15 | 226.51 ₹9,494.17 | 214.49 ₹8,990.35 |
| 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) | 7.55 | cum | 6,569.25 ₹49,597.84 | 6,974.71 ₹52,659.06 | 6,604.52 ₹49,864.13 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 27.36 | sqm | 319.78 ₹8,749.18 | 339.52 ₹9,289.27 | 321.5 ₹8,796.24 |
| 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. | 64.81 | sqm | 695.28 ₹45,061.10 | 738.19 ₹47,842.09 | 699.01 ₹45,302.84 |
| 1.01 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 24.45 | cum | 7,504.82 ₹1.8 L | 7,968.02 ₹1.9 L | 7,545.11 ₹1.8 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 | 26.56 | sqm | 631.75 ₹16,779.28 | 670.74 ₹17,814.85 | 635.14 ₹16,869.32 |
| 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) | 12.93 | cum | 8,685.78 ₹1.1 L | 9,221.87 ₹1.2 L | 8,732.42 ₹1.1 L |
| 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 | 1,577.63 | kilogram | 93.1 ₹1.5 L | 98.84 ₹1.6 L | 93.6 ₹1.5 L |
Tender Value
₹7.6 L
EMD Value
₹19,058
Closing Date
11 May 2026, 4:00 pmClosed
Assistant Executive engineer
O/o The Assistant Executive Engineer NIP Channel Sub Division Neyyattinkara.
MPLADSNIPConstruction of bridge over i r r i g a t i o n c a n a l a t P a d a p p a k u z h i Melekonam,Melekonam Ward Parassala Grama PanchayathGeneral Civil Work
2026_Irrig_849385_1
IRR/IA/TR/891/2026_5_1_1/1
Open Tender
Civil Works - Canal
Neyyattinkara
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,685
Yes
₹19,058
Yes
17 Jun 2026
6 May 2026
12 May 2026
6 May 2026
11 May 2026
6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of bridge | ||||||
| 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 | 2.6.1: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 | - | - | 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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. | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
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