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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-Finance | ₹5.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.0 LAccepted-Finance CHADAYAMANGALAM | ₹6.0 L | L2 | Accepted-Finance L2 |
| 3 | L3₹6.0 LAccepted-Finance CHADAYAMANGALAM KERALA | KANNUR | KERALA | 670612 | ₹6.0 L | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | VASUDEVAKURUP B L2 | Akhil A L1 | SHIHAD J S L3 |
|---|---|---|---|---|---|---|
| 1.00Side Protection | ||||||
| 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 | 54.41 | cum | 257 ₹13,982.34 | 244 ₹13,275.06 | 258 ₹14,036.75 |
| 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. | 14.84 | cum | 757 ₹11,233.88 | 719 ₹10,669.96 | 758 ₹11,248.72 |
| 1.00 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | 13 | Day | 1,082 ₹14,066 | 1,028 ₹13,364 | 1,082.18 ₹14,068.34 |
| 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 | 10.39 | cum | 1,715 ₹17,815.42 | 1,635 ₹16,984.38 | 1,715.88 ₹17,824.56 |
| 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 | 63.65 | cum | 3,993 ₹2.5 L | 3,795 ₹2.4 L | 3,993.46 ₹2.5 L |
| 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) | 3.62 | cum | 7,932 ₹28,745.57 | 7,535 ₹27,306.84 | 7,932.89 ₹28,748.79 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 77.21 | sqm | 385 ₹29,726.24 | 366 ₹28,259.23 | 386.16 ₹29,815.80 |
| 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) | 16.7 | cum | 8,568 ₹1.4 L | 8,140 ₹1.4 L | 8,569.14 ₹1.4 L |
| 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) | 3 | cum | 10,488 ₹31,464 | 9,965 ₹29,895 | 10,488.77 ₹31,466.31 |
Updated dates
Tender Value
₹6.0 L
EMD Value
₹15,042
Closing Date
23 May 2026, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER MINOR IRRIGATION SUB
ASSISTANT EXECUTIVE ENGINEER MINOR IRRIGATION SUB DIVISION KOTTARAKKARA
GENERAL Side protection work Protection works for Chambakkara Vettuvilabhagom Thodu in Karavaloor Panchayath General Civil Work
2026_Irrig_849466_1
IRR/IA/44/2026-2027
Open Tender
Civil Works - Others
270 days
Karavaloor Panchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,330
Yes
₹15,042
Yes
11 Jun 2026
7 May 2026
26 May 2026
7 May 2026
23 May 2026
7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Side Protection | ||||||
| 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 | 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. | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | - | Day | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 0.4 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
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