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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | L1 | Accepted-AOC . | |
| 2 | L2₹5.9 L+₹80,025.94 (15.7%)Rejected-AOC | L2 | Rejected-AOC . |
| Sl No | Description | Qty | Unit | SANEESH A S L2 | SUSHIL K K L1 |
|---|---|---|---|---|---|
| 1.00Side protection works & Shutter for VCB | |||||
| 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 | 9 | cum | 300 ₹2,700 | 257.63 ₹2,318.67 Lowest |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 5.76 | cum | 400 ₹2,304 | 359.72 ₹2,071.99 Lowest |
| 1.00 | OD268570/2025-2026:DISMANTLING DR - Dismantling , 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. | 22.5 | cum | 850 ₹19,125 | 757.52 ₹17,044.2 Lowest |
| 1.00 | OD268569/2025-2026: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 | 10.12 | cum | 2,000 ₹20,250 | 1,715.88 ₹17,373.29 Lowest |
| 1.00 | OD263306/2025-2026: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 | 36.7 | cum | 4,250 ₹1,55,966.5 | 3,993.46 ₹1,46,552 Lowest |
| 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 | 2.21 | sqm | 420 ₹928.2 | 386.16 ₹853.41 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 4 | sqm | 1,250 ₹5,000 | 1,008.55 ₹4,034.2 Lowest |
| 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) | 8.65 | cum | 9,235.97 ₹79,891.14 Lowest | 9,235.97 ₹79,891.14 Lowest |
| 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) | 0.4 | cum | 7,932.89 ₹3,181.09 Lowest | 7,932.89 ₹3,181.09 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,709
Closing Date
24 Jan 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer LID and EW Sub Division Puzhakkal Block Panchayat, 680551
CANAL
2026_LSGD_828185_7
TN6/AE/ETR/PKL/25-26
Open Tender
Civil Works - Canal
Item Rate
270 days
Puranattukara
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,125
Yes
₹12,709
Yes
2 Mar 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
Side protection works & Shutter for VCB
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
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD268570/2025-2026:DISMANTLING DR - Dismantling , 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.
OD268569/2025-2026: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
OD263306/2025-2026: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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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)
4.1.8: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)
5.22A.5:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Hard drawn steel wire fabric
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
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)
OD262503/2025-2026:FRP shutters - supplying and fixing FRP channels of 'C' profile and sill beam size 100 x 100 x 100 mm with flange of 50 to 75mm depth in the groups already arranged and as per the direction of departmental offices (Specification code - 60.63.1)
OD262502/2025-2026:FRP shutters - supplying and fixing FRP shutters of suitable size to withstand the design and maximum water pressure as precribed by the departmental officer and installing FRP channels provided in the groups already arranged and as per the direction of departmental offices (Specification code - 60.63.2)
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