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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC | ₹18.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.2 LRejected-AOC VADOORKONAM | IDUKKI | KERALA | 685533 | ₹18.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹19.8 LRejected-AOC | ₹19.8 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | S.R.SATHYASEELAN L1 | KRISHNAN KUTTY S L3 | JUSTIN JOSE L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of Retaining wall in Right bank of thodu. | ||||||
| 1.00 | OD41139/2025-2026:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing the bund after the completion of the work etc complete as directed by the departmental officers at site | 41 | each | 940.29 ₹38,551.89 | 1,033 ₹42,353 | 951.35 ₹39,005.35 |
| 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 | 60 | hour | 395.84 ₹23,750.40 | 435 ₹26,100 | 400.49 ₹24,029.40 |
| 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 | 326.97 | cum | 223.85 ₹73,191.79 | 246 ₹80,434.13 | 226.48 ₹74,051.71 |
| 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 | 228.69 | cum | 3,469.88 ₹7.9 L | 3,810 ₹8.7 L | 3,510.7 ₹8.0 L |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 45.52 | cum | 7,249.57 ₹3.3 L | 7,961 ₹3.6 L | 7,335.65 ₹3.3 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) | 16.05 | cum | 6,892.8 ₹1.1 L | 7,569 ₹1.2 L | 6,973.89 ₹1.1 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) | 15.32 | cum | 9,113.58 ₹1.4 L | 10,008 ₹1.5 L | 9,220.8 ₹1.4 L |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 38.4 | sqm | 335.53 ₹12,884.35 | 368 ₹14,131.20 | 339.48 ₹13,036.03 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 9.05 | sqm | 729.52 ₹6,602.16 | 801 ₹7,249.05 | 738.1 ₹6,679.81 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
21 Mar 2026, 2:30 pmClosed
Executive Engineer
O/o Executive Engineer, Minor Irrigation Division, Jalavijnana Bhavan, Kowdiyar P O Thiruvananthapuram-695003
Improving irrigation facilities of Kallarathottam ela by renovating checkdams of Choondikkal kodinjamoola thodu in Ponnambi ward at Vellarada Panchayath
2026_Irrig_847355_1
29/EE-MI/2025-26
Open Tender
Civil Works - Water Works
360 days
Ponnambi ward
7 documents required · 7 mandatory
₹2,760
₹50,000
2 Jun 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
Construction of Retaining wall in Right bank of thodu.
OD41139/2025-2026:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing the bund after the completion of the work etc complete as directed by the departmental officers at site
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
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
60.7.1: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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and 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)
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.
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
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)
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