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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.4 LAccepted-AOC KIZHAKKAKKARA HOUSE PALAKUZHA P O MUVATTUPUZHA KERALA | ERNAKULAM | KERALA | 680667 | ₹27.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹29.1 LRejected-AOC | ₹29.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹30.2 LRejected-AOC ERATTUPETTA BLOCK PANCHAYATH KERALA | ₹30.2 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | UNNIKRISHNAN K S L1 | Denny Jose L3 | TOJU JOSEPH L2 |
|---|---|---|---|---|---|---|
| 1.00POND CONSTRUCTION | ||||||
| 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 | 136 | hour | 350 ₹47,600 | 367.6 ₹49,993.60 | 402.95 ₹54,801.20 |
| 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 | 290.35 | cum | 200 ₹58,069 | 197.5 ₹57,343.14 | 227.74 ₹66,123.17 |
| 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 | 513.1 | cum | 3,300 ₹16.9 L | 3,763.2 ₹19.3 L | 3,530.22 ₹18.1 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) | 13 | cum | 8,000 ₹1.0 L | 8,271 ₹1.1 L | 8,628.56 ₹1.1 L |
| 1.00 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 911.87 | kg | 100 ₹91,186.50 | 102.9 ₹93,830.91 | 98.6 ₹89,909.89 |
| 1.01 | 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) | 26 | cum | 7,500 ₹1.9 L | 8,487.8 ₹2.2 L | 8,164.6 ₹2.1 L |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 158.59 | sqm | 225 ₹35,681.63 | 310 ₹49,161.35 | 341.37 ₹54,136.16 |
| 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) | 2.7 | cum | 9,000 ₹24,300 | 8,401 ₹22,682.70 | 9,272.07 ₹25,034.59 |
| 1.01 | 16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 19.2 | cum | 2,800 ₹53,760 | 3,965 ₹76,128 | 2,896.59 ₹55,614.53 |
Tender Value
₹32.9 L
EMD Value
₹50,000
Closing Date
14 Nov 2025, 2:00 pmClosed
Executive Engineer
Executive Engineer O/o Office of the Executive Engineer, Minor Irrigation Division, Mini Civil Station Kottayam
Construction of Pond
2025_Irrig_819835_1
IRR/IA/TR/5774/2025_5_1_1/1
Open Tender
Civil Works - Others
240 days
Karoor panchayath Ward 3
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
8 Jan 2026
6 Nov 2025
15 Nov 2025
6 Nov 2025
14 Nov 2025
6 Nov 2025
Amount
POND CONSTRUCTION
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
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)
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
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
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)
16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
TOJU JOSEPH (BID ID -2438655)
Denny Jose (BID ID -2438805)
Bidder Name
UNNIKRISHNAN K S
Denny Jose
TOJU JOSEPH
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