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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹48.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹48.7 LAdmitted-Fee/PreQual/Technical/Finance KP 1 50 MAIN ROAD MULLAPPALLY P O PAZHAMALLOOR VIA KOOTTILANGADI MALAPPURAM 676 506 | MALAPPURAM | MALAPPURAM | KERALA | 676506 | ₹48.7 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹49.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹49.0 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MKSContractingCompanyIndiaPvtLtd L2 | P ABDUL AZEEZ L3 | ALBIN MATHEW L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix A - Construction of Double sluice (2Nos) | ||||||
| 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 | 200 | hour | 481 ₹96,200 | 483 ₹96,600 | 389 ₹77,800 Lowest |
| 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. | 60 | metre | 1,616 ₹96,960 | 1,627 ₹97,620 | 1,479 ₹88,740 Lowest |
| 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 | 712.77 | cum | 240 ₹1,71,066 | 242 ₹1,72,491.55 | 199 ₹1,41,842.23 Lowest |
| 1.00 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1,014.32 | cum | 122 ₹1,23,746.55 | 122 ₹1,23,746.55 | 99 ₹1,00,417.28 Lowest |
| 1.00 | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 198 | sqm | 360 ₹71,280 Lowest | 361 ₹71,478 | 379 ₹75,042 |
| 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) | 10 | cum | 9,755 ₹97,550 Lowest | 9,827 ₹98,270 | 10,479 ₹1,04,790 |
| 1.01 | 5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 138.07 | cum | 9,267 ₹12,79,513.22 | 9,336 ₹12,89,040.19 | 8,969 ₹12,38,367.77 Lowest |
| 1.01 | 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. | 272.84 | sqm | 781 ₹2,13,088.04 Lowest | 786 ₹2,14,452.24 | 839 ₹2,28,912.76 |
| 1.01 | 51.2.3 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 98.48 | cum | 846 ₹83,317.46 Lowest | 853 ₹84,006.85 | 909 ₹89,521.96 |
Tender Value
₹52.4 L
EMD Value
₹50,000
Closing Date
23 Jun 2026, 4:00 pmClosed
PROJECT ENGINEER I KLDC THRISSUR
Office of the Project Engineer i, K L D C Ltd Thrissur Near Ramanilayam Guest House Thrissur-680020
App. A Construction of Double Sluice (2Nos.) App. B Shed Repairing Work
2026_KLDC_855848_1
KLDC/TSR/2026-27/01(PE-I)
Open Tender
Civil Works - Others
Item Rate
Manalur Constituency in Thrissur District
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,950
₹50,000
1 Jul 2026
15 Jun 2026
27 Jun 2026
15 Jun 2026
23 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - Construction of Double sluice (2Nos) | |||||
| 1.001 | 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 | - | hour | - | - |
| - | 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. | - | metre | - | - |
| - | 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 | cum | - | - |
| - | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 0.4 | cum | - | - |
| - | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| - | 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) | - | cum | - | - |
| - | 5.1.3 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.8 | cum | - | - |
| - | 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. | 1 | sqm | - | - |
| - | 51.2.3 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 0.6 | cum | - | - |
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