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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAccepted-AOC PIRAVOM PO ERNAKULAM PIN 686664 | ERNAKULAM | ERNAKULAM | KERALA | 686664 | ₹13.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.4 LRejected-AOC PIRAVOM PO ERNAKULAM PIN 686664 | ERNAKULAM | ERNAKULAM | KERALA | 686664 | ₹15.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Sijimol George L1 | RAJU P U L2 |
|---|---|---|---|---|---|
| 1.00Detailed estimate | |||||
| 1.00 | 15.1:Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charge. | 2.55 | cum | 933.07 ₹2,379.33 | 968.29 ₹2,469.14 |
| 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 | 59.76 | cum | 273.09 ₹16,319.86 | 283.39 ₹16,935.39 |
| 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. | 21.75 | cum | 802.97 ₹17,464.6 | 833.27 ₹18,123.62 |
| 1.00 | 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. | 59.76 | cum | 3,145.22 ₹1,87,958.35 | 3,263.91 ₹1,95,051.26 |
| 1.00 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 24 | metre | 119.87 ₹2,876.88 | 124.39 ₹2,985.36 |
| 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) | 12.45 | cum | 9,790.13 ₹1,21,896.91 | 10,159.57 ₹1,26,496.81 |
| 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 | 13.05 | cum | 1,818.83 ₹23,735.73 | 1,887.47 ₹24,631.48 |
| 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 | 106.37 | cum | 4,233.07 ₹4,50,267.42 | 4,392.81 ₹4,67,258.81 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 154.53 | sqm | 409.33 ₹63,253.76 | 424.78 ₹65,641.25 |
Tender Value
₹14.0 L
EMD Value
₹34,968
Closing Date
27 Dec 2025, 5:00 pmClosed
Executive Engineer Irrigation Division Kottayam
O/O Executive Engineer Irrigation Division Kottayam
GENERAL Side protection Raising of existing retaing wall in the right bank of valiya thodu near new By pass road bridge in ward no10 of Kaduthuruthy panchayath in Kaduthuruthy Constituency General Civil Work 1
2025_Irrig_822270_1
IRR/IA/TR/2949/2025_5_1_1/1
Open Tender
Civil Works - Water Works
Kaduthuruthy panchayath ward 10
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹34,968
Yes
13 Feb 2026
17 Dec 2025
29 Dec 2025
17 Dec 2025
27 Dec 2025
17 Dec 2025
Amount
Detailed estimate
15.1:Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charge.
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
60.7.3: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.
60.7.2: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.
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
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)
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
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
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)
RAJU P U (BID ID -2448618)
Bidder Name
Sijimol George
RAJU P U
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