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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC | ₹13.7 L | L1 | Accepted-AOC Primarly lowest |
| 2 | L2₹14.4 LRejected-AOC | ₹14.4 L | L2 | Rejected-AOC Second lowest |
| 3 | L3₹14.6 LRejected-AOC | ₹14.6 L | L3 | Rejected-AOC Third lowest |
| 4 | L4₹15.1 LRejected-Finance | ₹15.1 L | L4 | Rejected-Finance L4 Rejected |
| Sl No | Description | Qty | Unit | RAJAN V K L1 | Vargheese Francis L2 | chalil constructions L4 | Shaji K B L3 |
|---|---|---|---|---|---|---|---|
| 1.00PROTECTION WALL | |||||||
| 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 | 315.23 | cum | 207.4 ₹65,377.67 | 217.7 ₹68,624.48 | 227.74 ₹71,789.34 | 232 ₹73,132.20 |
| 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. | 170 | each | 441.7 ₹75,089 | 463.58 ₹78,808.60 | 484.98 ₹82,446.60 | 198 ₹33,660 |
| 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) | 19.95 | cum | 7,434.9 ₹1.5 L | 7,804.39 ₹1.6 L | 8,164.6 ₹1.6 L | 7,000 ₹1.4 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 57 | sqm | 310.9 ₹17,721.30 | 326.29 ₹18,598.53 | 341.35 ₹19,456.95 | 351 ₹20,007 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 315.23 | cum | 3,214.7 ₹10.1 L | 3,374.47 ₹10.6 L | 3,530.22 ₹11.1 L | 3,602 ₹11.4 L |
| 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) | 7.5 | cum | 6,898.2 ₹51,736.50 | 7,241.14 ₹54,308.55 | 7,575.35 ₹56,815.13 | 7,800 ₹58,500 |
Tender Value
₹17.0 L
EMD Value
₹42,596
Closing Date
27 Feb 2026, 1:00 pmClosed
Executive Engineer
M.I.Division Idukki-Kattppana
GENERAL FD SIDE PROTECTION WORKS TO NELLIPPARA NALUMUKKU THODU FROM AZHAKATHPADY TO NELLUVELIPADY IN WARD NO 12 OF ERATTAYAR PANCHAYATH
2026_Irrig_838191_1
IRR/IA/TR/642/2025_5_1_1/1
Open Tender
Civil Works - Others
180 days
ERATTAYAR
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,596
Yes
12 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
PROTECTION WALL
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
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.
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
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