Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 LAccepted-AOC | ₹35.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical LSGD SECTION THAZHEKODE PERINTHALMANNA MALAPPURAM | MALAPPURAM | KERALA | 670612 | - | - | Rejected-Technical L6 |
| 3 | Rejected-Technical LID EW SECTION AREEKODE | KANNUR | KERALA | 670002 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | M.K. ABDUL HAMEED L4 | BASHEER K L6 | Mohammed Rahees L2 | WILLINGDON SAMUEL L5 | ABDUL RAZAK KOLAKKADAN L1 | NIYAS E L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Protection wall 3.50m ht | |||||||||
| 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 | 480 | hour | 460.8 ₹2.2 L | 481.8 ₹2.3 L | 403.74 ₹1.9 L | 430.5 ₹2.1 L | 392.6 ₹1.9 L | 404.29 ₹1.9 L |
| 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. | 130 | metre | 1,457.9 ₹1.9 L | 1,524.3 ₹2.0 L | 1,277.33 ₹1.7 L | 1,575 ₹2.0 L | 1,242.2 ₹1.6 L | 1,581.17 ₹2.1 L |
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 300 | sqm | 18.3 ₹5,490 | 19.2 ₹5,760 | 16.07 ₹4,821 | 17.54 ₹5,262 | 15.6 ₹4,680 | 16.09 ₹4,827 |
| 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 | 495 | cum | 259.8 ₹1.3 L | 271.7 ₹1.3 L | 227.64 ₹1.1 L | 248.46 ₹1.2 L | 221.4 ₹1.1 L | 227.95 ₹1.1 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 | 599.4 | cum | 4,027.5 ₹24.1 L | 4,210.9 ₹25.2 L | 3,528.68 ₹21.2 L | 3,851.47 ₹23.1 L | 3,431.7 ₹20.6 L | 3,533.45 ₹21.2 L |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 36.63 | sqm | 389.4 ₹14,263.72 | 407.2 ₹14,915.74 | 341.21 ₹12,498.52 | 367.5 ₹13,461.53 | 331.8 ₹12,153.83 | 341.67 ₹12,515.37 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 73.71 | sqm | 846.8 ₹62,417.63 | 885.3 ₹65,255.46 | 741.88 ₹54,683.97 | 809.75 ₹59,686.67 | 721.5 ₹53,181.77 | 742.89 ₹54,758.42 |
| 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) | 68.4 | cum | 10,578.3 ₹7.2 L | 11,060 ₹7.6 L | 9,268.03 ₹6.3 L | 10,115.84 ₹6.9 L | 9,013.3 ₹6.2 L | 9,280.56 ₹6.3 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 | 2,890.61 | kilogram | 113.4 ₹3.3 L | 118.5 ₹3.4 L | 99.34 ₹2.9 L | 108.42 ₹3.1 L | 96.6 ₹2.8 L | 99.47 ₹2.9 L |
Tender Value
₹38.1 L
EMD Value
₹50,000
Closing Date
18 Mar 2026, 6:00 pmClosed
Executive Engineer,Irrigation Division, Malappuram
Executive Engineer,Irrigation Division, Malappuram
GENERAL Chaliyar protection works Left side of Chaliyar river at Potty in ward No 08 of Pothukllu GP Nilambur LAC in Malappuram DT.
2026_Irrig_845701_1
IRR/IA/TR/7209/2025_5_1_1/1
Open Tender
Civil Works - Others
365 days
Potty in ward No 08 of Pothukllu GP
Please refer SBD
12 documents required · 12 mandatory
₹2,760
₹50,000
Yes
24 Jun 2026
9 Mar 2026
23 Mar 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
9 Mar 2026 - 18 Mar 2026
Protection wall 3.50m ht
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
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.
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.05 MB
Tendernotice_2.pdf
PDF • 1.96 MB
BOQ_1428397.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid