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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹2.6 CrAccepted-AOC PALLIYAN HOUSE KARUKUTTY PO ERNAKULAM DT 683576 | ERNAKULAM | KERALA | 683576 | ₹2.6 Cr | LI | Accepted-AOC Lowest Bidder |
| 2 | L2₹2.7 CrRejected-AOC | ₹2.7 Cr | L2 | Rejected-AOC Second lowest |
| 3 | L3₹2.7 CrRejected-Finance KERALA KL KERALA | ₹2.7 Cr | L3 | Rejected-Finance Financially not qualified |
| 4 | L4₹2.8 CrRejected-Finance | ₹2.8 Cr | L4 | Rejected-Finance Financially not qualified |
| 5 | L5₹3.2 CrRejected-Finance KANNUR | KERALA | 670001 | ₹3.2 Cr | L5 | Rejected-Finance Financially not qualified |
| Sl No | Description | Qty | Unit | VK BALAN L3 | JAMES P J L1 | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L5 | SWARAJ O.M. L4 | Atlanduz Infrastructure and Developers L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Culvert | ||||||||
| 1.00 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 7.1 | metre | 1,537.83 ₹10,918.59 | 1,489 ₹10,571.9 Lowest | 2,472 ₹17,551.2 | 1,738 ₹12,339.8 | 1,532.26 ₹10,879.05 |
| 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 | 80 | hour | 393.2 ₹31,456 | 377 ₹30,160 Lowest | 615 ₹49,200 | 400 ₹32,000 | 391.78 ₹31,342.4 |
| 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 | 99.44 | cum | 221.69 ₹22,045.3 | 215 ₹21,380.03 Lowest | 271 ₹26,948.78 | 220 ₹21,877.24 | 220.89 ₹21,965.74 |
| 1.00 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 5.77 | cum | 7,798.96 ₹44,968.8 | 7,490 ₹43,187.34 Lowest | 7,800 ₹44,974.8 | 7,825 ₹45,118.95 | 7,770.66 ₹44,805.63 |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 141.45 | sqm | 722.52 ₹1,02,200.45 | 699 ₹98,873.55 Lowest | 740 ₹1,04,673 | 710 ₹1,00,429.5 | 719.91 ₹1,01,831.27 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 33.4 | sqm | 827.2 ₹27,628.48 | 799 ₹26,686.6 Lowest | 800 ₹26,720 | 810 ₹27,054 | 824.21 ₹27,528.61 |
| 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 | 5,004 | kilogram | 96.74 ₹4,84,086.96 | 90 ₹4,50,360 Lowest | 100 ₹5,00,400 | 98 ₹4,90,392 | 96.39 ₹4,82,335.56 |
| 1.01 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 62.55 | cum | 9,371.12 ₹5,86,163.56 | 8,990 ₹5,62,324.5 Lowest | 10,100 ₹6,31,755 | 9,900 ₹6,19,245 | 9,337.12 ₹5,84,036.86 |
| 2.00MoRD_ROAD | ||||||||
Tender Value
₹2.9 Cr
EMD Value
₹1 L
Closing Date
6 Oct 2025, 6:00 pmClosed
Superintending Engineer Project Circle Kannur
Office of the Superintending Engineer Project Circle Irrigation Kannur 670002
GENERAL-KyIP-Construction of Avadukka aqueduct canal inspection road between ch. 3/100 and 5/500 km of LBMC-General Civil Work
2025_Irrig_802218_1
IRR/PI/TR/6510/2024_5_2_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Pattanippara
Please refer Tender documents.
13 documents required · 13 mandatory
₹9,759
Yes
₹1 L
Yes
4 Nov 2025
25 Sept 2025
8 Oct 2025
25 Sept 2025
6 Oct 2025
25 Sept 2025
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