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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹88.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹89.6 LAdmitted-Fee/PreQual/Technical/Finance KP 1 50 MAIN ROAD MULLAPPALLY P O PAZHAMALLOOR VIA KOOTTILANGADI MALAPPURAM 676 506 | MALAPPURAM | MALAPPURAM | KERALA | 676506 | ₹89.6 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MKSContractingCompanyIndiaPvtLtd L2 | ALBIN MATHEW L1 |
|---|---|---|---|---|---|
| 1.00Appendix A-Deepening of Innerchal , Construction of EngineThara -1 No(Ettumuna-Parupadam), and Construction of Ramp -3Nos (Parupadam1-No,Pandaram kole 2Nos.) FRP Shutter-Mechanical Operation(Herbert Link Canal-5Nos) Construction of Pettichal | |||||
| 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. | 110 | metre | 1,508.84 ₹1,65,971.99 Lowest | 1,729 ₹1,90,190 |
| 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 | 360 | hour | 448.56 ₹1,61,482.12 | 399 ₹1,43,640 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 | 6,033.76 | cum | 223.83 ₹13,50,530.58 | 169 ₹10,19,705.78 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 | 37.62 | cum | 113.83 ₹4,282.18 | 99 ₹3,724.28 Lowest |
| 1.00 | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | 141.47 | sqm | 335.5 ₹47,462.59 Lowest | 379 ₹53,617.13 |
| 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 | 62.58 | cum | 790.23 ₹49,450.5 Lowest | 909 ₹56,882.49 |
| 1.01 | 4.1.6
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 61.49 | cum | 7,267.14 ₹4,46,878.14 | 7,109 ₹4,37,153.74 Lowest |
| 1.01 | 7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling
up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate
20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse
sand) | 197.04 | cum | 7,248.82 ₹14,28,286.56 | 6,279 ₹12,37,195.32 Lowest |
| 1.01 | 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 | 120.58 | cum | 3,469.52 ₹4,18,361.43 | 3,399 ₹4,09,858.22 Lowest |
Tender Value
₹1.0 Cr
EMD Value
₹50,000
Closing Date
23 Jun 2026, 4:00 pmClosed
CONSTRUCTION ENGINEER KLDC Ltd, Thrissur
Office of the Construction Engineer, K L D C Ltd Thrissur Near Ramanilayam Guest House Thrissur-680020
Appendix A-Deepening of Innerchal , Engine Thara -1 No (Ettumuna-Parupadam), Ramp -3Nos (Parupadam1-No ,Pandaram kole 2Nos.) FRP Shutter-Mechanical Operation5Nos Pettichal
2026_KLDC_855355_1
KLDC/TSR/2026-27/1(2)
Open Tender
Civil Works - Others
Item Rate
360 days
Ettumuna Parupadam Chenathu kole under Jubilee Pa
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
₹50,000
2 Jul 2026
11 Jun 2026
27 Jun 2026
11 Jun 2026
23 Jun 2026
11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A-Deepening of Innerchal , Construction of EngineThara -1 No(Ettumuna-Parupadam), and Construction of Ramp -3Nos (Parupadam1-No,Pandaram kole 2Nos.) FRP Shutter-Mechanical Operation(Herbert Link Canal-5Nos) Construction of Pettichal | |||||
| 1.001 | 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 | - | - |
| - | 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 | - | - |
| - | 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 | 0.8 | 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 | 1 | cum | - | - |
| - | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | 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 | 0.8 | cum | - | - |
| - | 4.1.6
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| - | 7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling
up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate
20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse
sand) | 0.8 | cum | - | - |
| - | 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 | 0.8 | cum | - | - |
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