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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.9 LAccepted-AOC | ₹38.9 L | L1 | Accepted-AOC Being lowest bid,accepted |
| 2 | L2₹39.6 L+₹68,482.52 (1.76%)Rejected-AOC | ₹39.6 L+₹68,482.52 (1.76%) | L2 | Rejected-AOC Being second lowest bid, rejected |
| 3 | L3₹40.4 L+₹1.5 L (3.86%)Rejected-AOC | ₹40.4 L+₹1.5 L (3.86%) | L3 | Rejected-AOC Being highest bid, rejected |
| Sl No | Description | Qty | Unit | N C Johnson L1 | Vargheese Francis L2 | THOMAS K JOSEPH L3 |
|---|---|---|---|---|---|---|
| 1.00Storage wier | ||||||
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 5 | metre | 1,289.04 ₹6,445.2 | 1,311.73 ₹6,558.65 | 1,253 ₹6,265 Lowest |
| 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 | 100 | hour | 414.34 ₹41,434 | 421.64 ₹42,164 | 400 ₹40,000 Lowest |
| 1.00 | 2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 10.1 | cum | 1,349.95 ₹13,638.54 | 1,373.72 ₹13,878.69 | 1,300 ₹13,133.9 Lowest |
| 1.00 | 60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | 70 | each | 498.69 ₹34,908.3 | 507.47 ₹35,522.9 | 477 ₹33,390 Lowest |
| 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) | 77.44 | cum | 8,395.49 ₹6,50,163.54 Lowest | 8,543.27 ₹6,61,607.92 | 8,595 ₹6,65,613.99 |
| 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 | 1,160.73 | kilogram | 102.19 ₹1,18,615 Lowest | 104 ₹1,20,715.92 | 106 ₹1,23,037.38 |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 26 | cum | 7,603.39 ₹1,97,688.14 Lowest | 7,737.23 ₹2,01,167.98 | 8,159 ₹2,12,134 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 251.54 | sqm | 351.01 ₹88,292.35 | 357.2 ₹89,849.37 | 346 ₹87,032.15 Lowest |
| 1.01 | 60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. | 10 | metre | 2,260.85 ₹22,608.5 Lowest | 2,300.65 ₹23,006.5 | 4,555 ₹45,550 |
Tender Value
₹42.8 L
EMD Value
₹50,000
Closing Date
16 Jul 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer M I Division IDUKKI KATTAPPANA
Construction of VCB and allied works
2026_Irrig_859452_1
IRR/IA/TR/1451/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
270 days
Kamakshi Panchayath
Please refer Tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
21 Aug 2026
7 Jul 2026
17 Jul 2026
7 Jul 2026
16 Jul 2026
7 Jul 2026
7 Jul 2026 - 16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Storage wier | |||||
| 1.001 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | metre | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 1 | cum | - | - |
| 1.004 | 60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | - | each | - | - |
| 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) | 0.8 | 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 | 4.1.6: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 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 0.2 | sqm | - | - |
| 1.009 | 60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. | - | metre | - | - |
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