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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC Lowest Quoted Bidder |
| 2 | L2₹4.1 LRejected-AOC | ₹4.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹4.1 LRejected-AOC LSGD SECTION MALAYALAPUZHA GRAMA PANCHAYATH | PALAKKAD | KERALA | 678001 | ₹4.1 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | roshan engineering works L2 | AJEESH S L1 | SHYJU T JOHN L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of side wall | ||||||
| 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 | 14.98 | cum | 257 ₹3,849.86 | 200 ₹2,996 | 257.63 ₹3,859.30 |
| 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. | 2.75 | cum | 757 ₹2,081.75 | 650 ₹1,787.50 | 757.52 ₹2,083.18 |
| 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 | 2.06 | cum | 1,715 ₹3,538.05 | 1,500 ₹3,094.50 | 1,715.88 ₹3,539.86 |
| 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 | 6.49 | cum | 3,993 ₹25,902.59 | 3,500 ₹22,704.50 | 3,993.46 ₹25,905.58 |
| 1.00 | 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) | 2.92 | cum | 7,932 ₹23,161.44 | 7,500 ₹21,900 | 7,932.89 ₹23,164.04 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 26.77 | cum | 9,963 ₹2.7 L | 9,000 ₹2.4 L | 9,963 ₹2.7 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) | 0.38 | cum | 10,488 ₹3,933 | 10,000 ₹3,750 | 10,488.77 ₹3,933.29 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 71.75 | sqm | 386 ₹27,697.43 | 340 ₹24,396.70 | 386.16 ₹27,708.91 |
| 1.01 | 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 | 500.52 | kilogram | 112 ₹56,058.24 | 100 ₹50,052 | 112.43 ₹56,273.46 |
Tender Value
₹4.1 L
EMD Value
₹10,329
Closing Date
12 Mar 2026, 3:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer Minor Irrigation Sub Division Pathanamthitta
The proposed work involves the construction of protection walls on both banks of the thodu to safeguard the residential house located on the left bank and the Anganwadi building situated on the right bank.
2026_Irrig_843271_1
IRR/IA/TR/4696/2025_5_1_1/1
Open Tender
Civil Works - Others
270 days
Chittar
Please refer Tender documents.
10 documents required · 10 mandatory
₹915
₹10,329
Yes
23 Jun 2026
3 Mar 2026
13 Mar 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
Construction of side wall
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.
60.7.8: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
4.1.8: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)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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