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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.7 LAccepted-AOC | ₹46.7 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹47.2 LRejected-AOC | ₹47.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹47.5 LRejected-AOC | ₹47.5 L | L3 | Rejected-AOC L3 |
| 4 | L4₹52.6 LRejected-AOC | ₹52.6 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Maharoof P A L4 | Manoj thomas L2 | JAMSHAS.P.K L1 | SIJO M P L3 |
|---|---|---|---|---|---|---|---|
| 1.00Side Protection Works | |||||||
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 40 | metre | 1,000 ₹40,000 | 1,155 ₹46,200 | 1,142.4 ₹45,696 | 1,162 ₹46,480 |
| 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 | 176 | hour | 50 ₹8,800 | 366 ₹64,416 | 362.3 ₹63,764.80 | 369 ₹64,944 |
| 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 | 1,396.16 | cum | 240 ₹3.4 L | 206 ₹2.9 L | 204.4 ₹2.9 L | 207 ₹2.9 L |
| 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. | 214.54 | cum | 2,769 ₹5.9 L | 2,381 ₹5.1 L | 2,353.7 ₹5.0 L | 2,395 ₹5.1 L |
| 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 | 509.34 | cum | 3,650 ₹18.6 L | 3,202 ₹16.3 L | 3,167.8 ₹16.1 L | 3,224 ₹16.4 L |
| 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 | 8,115.72 | kilogram | 99 ₹8.0 L | 89 ₹7.2 L | 89.2 ₹7.2 L | 90 ₹7.3 L |
| 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 | 376.2 | sqm | 360 ₹1.4 L | 309 ₹1.2 L | 306.3 ₹1.2 L | 313 ₹1.2 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) | 133.97 | cum | 9,300 ₹12.5 L | 8,475 ₹11.4 L | 8,320.1 ₹11.1 L | 8,468 ₹11.3 L |
| 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) | 30.43 | cum | 7,300 ₹2.2 L | 6,370 ₹1.9 L | 6,292.7 ₹1.9 L | 6,600 ₹2.0 L |
Tender Value
₹54.9 L
EMD Value
₹50,000
Closing Date
24 Mar 2026, 6:00 pmClosed
Executive Engineer
MI Division Sulthan Bathery
GENERAL MIRPA PADIKKARA CHITHRAMOOLA VCB CUM TRACTOR WAY River Training Works Karappuzha River in Kaniyambetta GP of Kalpetta LAC General Civil Work
2026_Irrig_847499_1
IRR/IA/TR/1720/2022_5_2_1/1
Open Tender
Civil Works - Others
540 days
Kaniyambetta Padikkara
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
5 Jun 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
Side Protection Works
60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
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
60.7.2: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.
60.7.1: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
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
4.1.8: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
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