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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | ₹13.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.9 LRejected-AOC ERATTUPETTA BLOCK PANCHAYATH KERALA | ₹14.9 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Denny Jose L2 | Jomy Mathew L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF RETAINING 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 | 233.94 | cum | 252.2 ₹58,999.67 | 221 ₹51,700.74 |
| 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) | 43.24 | cum | 1,453.9 ₹62,866.64 | 1,277 ₹55,217.48 |
| 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. | 138 | each | 454.7 ₹62,748.60 | 471 ₹64,998 |
| 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) | 45.75 | cum | 9,042 ₹4.1 L | 7,942 ₹3.6 L |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 5.91 | cum | 9,555.8 ₹56,436.55 | 8,393 ₹49,569.06 |
| 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 | 884.84 | kilogram | 110.6 ₹97,863.30 | 96 ₹84,944.64 |
| 1.01 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 5.2 | cum | 2,927.9 ₹15,225.08 | 651 ₹3,385.20 |
| 1.01 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 3.12 | cum | 1,679.8 ₹5,240.98 | 1,474 ₹4,598.88 |
| 1.01 | 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 | 176.88 | cum | 3,909 ₹6.9 L | 3,433 ₹6.1 L |
Tender Value
₹15.3 L
EMD Value
₹38,134
Closing Date
16 May 2026, 5:00 pmClosed
Executive Engineer
O/O of Executive Engineer Irrigation Division Kottayam
NERAL Side Protection Construction of retaining wall to protect checkdam cum bridge in Chittar River at Pallichappath bhagam in ward No13 of Thidanad Grama Panchayath in poonjar constituency General Civil Work
2026_Irrig_845215_2
IRR/IA/TR/5710/2025_5_1_1/1
Open Tender
Civil Works - Others
365 days
Thidanad Panchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹38,134
Yes
9 Jun 2026
8 May 2026
18 May 2026
8 May 2026
16 May 2026
8 May 2026
8 May 2026 - 16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1CONSTRUCTION OF RETAINING WALL | ||||||
| 1.001 | 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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