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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.4 LAccepted-AOC | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹65.9 L+₹6.6 L (11.1%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹67.5 L+₹8.2 L (13.7%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | VT UMMER L1 | M.V.SAKKEER HUSSAIN L2 | ABUTHAHIR.M.V L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix 1 - CHIRA | ||||||
| 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 | 1,274.14 | cum | 226 ₹2,87,956.54 Lowest | 257.63 ₹3,28,257.72 | 257.63 ₹3,28,257.72 |
| 1.00 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 105 | hour | 400 ₹42,000 | 250 ₹26,250 Lowest | 516.3 ₹54,211.5 |
| 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. | 185.25 | cum | 666 ₹1,23,376.5 Lowest | 757.52 ₹1,40,330.58 | 757.52 ₹1,40,330.58 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.44 | cum | 880 ₹388.96 Lowest | 3,671.89 ₹1,622.98 | 3,671.89 ₹1,622.98 |
| 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) | 4.09 | cum | 6,980 ₹28,534.24 Lowest | 7,932.89 ₹32,429.65 | 7,932.89 ₹32,429.65 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 89.84 | sqm | 340 ₹30,544.24 Lowest | 386.16 ₹34,691.07 | 386.16 ₹34,691.07 |
| 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) | 88.93 | cum | 9,230 ₹8,20,860.82 Lowest | 10,488.77 ₹9,32,808.27 | 10,488.77 ₹9,32,808.27 |
| 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 | 2,260.05 | kilogram | 98 ₹2,21,484.61 Lowest | 100 ₹2,26,004.7 | 112.43 ₹2,54,097.08 |
| 1.01 | 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. | 36.5 | metre | 2,200 ₹80,300 Lowest | 2,487.19 ₹90,782.44 | 2,487.19 ₹90,782.44 |
Tender Value
₹67.5 L
EMD Value
₹50,000
Closing Date
18 Mar 2026, 4:00 pmClosed
Executive Engineer
MI Division Palakkad
EWE RRM, cement concrete centering and shuttering plastering RCC etc
2026_Irrig_846534_1
IRR/IA/TR/5596/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
300 days
Chalissery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
10 Jun 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
11 Mar 2026 - 13 Mar 2026
Appendix 1 - CHIRA
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
60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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.
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
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)
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)
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
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.
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
14.17: Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
14.18.1:Flush pointing with cement mortar 1:3 ( 1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska:With F.P.S. brick tiles
13.115:Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work.
OD53477/2025-2026:Providing and fixing Name board of size 90x45 cm using 1.6mm thick MS sheet and 25x25x6 mm angle section and fixing in 220 cm (200 cm above GL and 40 cm below GL) overall height (25x25x6mm angle sction ) post including fixing in 20x20x40 cm concrete below ground level.
Appendix 1 - PROTECTION 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
60.7.1: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
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
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
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)
4.1.3: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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