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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹25.4 LAccepted-AOC | ₹25.4 L | l1 | Accepted-AOC l1 |
| 2 | l2₹23.7 L−₹1.7 L (6.75%)Rejected-AOC PANAKALAHATTU VEEDU ECHAPPUKUZHI KUDAPPANAKKUNNU P O | KERALA | ₹23.7 L−₹1.7 L (6.75%) | l2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Alathur Labour Contract Co Operative Society Ltd L2 | GREENHAVEN CONSTRUCTIONS and PROJECTPVT LTD L1 |
|---|---|---|---|---|---|
| 1.00thodu | |||||
| 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 | 56.02 | cum | 257.63 ₹14,433.72 | 239.59 ₹13,423.03 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. | 25 | each | 548.62 ₹13,715.5 | 510.22 ₹12,755.5 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 | 20 | hour | 455.83 ₹9,116.6 | 429.02 ₹8,580.4 Lowest |
| 1.00 | 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. | 11.03 | cum | 757.52 ₹8,351.66 | 704.5 ₹7,767.11 Lowest |
| 1.00 | 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 | 8 | cum | 1,715.88 ₹13,727.04 | 1,595.77 ₹12,766.16 Lowest |
| 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 | 50.4 | cum | 3,993.46 ₹2,01,270.38 | 3,713.92 ₹1,87,181.57 Lowest |
| 1.01 | 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) | 1.8 | cum | 7,932.89 ₹14,279.2 | 7,377.59 ₹13,279.66 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 446.75 | sqm | 386.16 ₹1,72,516.98 | 359.13 ₹1,60,441.33 Lowest |
| 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) | 206.32 | cum | 8,569.14 ₹17,68,027.81 | 7,969.3 ₹16,44,265.82 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
29 May 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer,Minor Irrigation Division, Palakkad
GENERALThevarakadavu ThodeMLA ADS 202526 Thevarakadavu Thode bund protection work in Kannambra Grama Panchayath in Palakkad District General Civil Work
2026_Irrig_844437_2
IRR/IA/TR/788/2026_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Kannambra Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
20 Aug 2026
21 May 2026
1 Jun 2026
21 May 2026
29 May 2026
21 May 2026
21 May 2026 - 25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1thodu | |||||
| 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 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) | 1 | cum | - | - |
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