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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.7 LAdmitted-Fee/PreQual/Technical/Finance KP 1 50 MAIN ROAD MULLAPPALLY P O PAZHAMALLOOR VIA KOOTTILANGADI MALAPPURAM 676 506 | MALAPPURAM | MALAPPURAM | KERALA | 676506 | ₹53.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹55.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹55.6 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹56.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹56.2 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MKSContractingCompanyIndiaPvtLtd L1 | ALBIN MATHEW L2 | Rejumon Varghese L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix 1 : Construction of Sluice (1 No.) at Cherulipuzha, Ramp - 4 Nos. (Cherulipuzha-2 Nos ,Chirakkthazham- 1 No. & MuthuvummalThazham - 1 No and Strengthening of Bund - Cherulippuzha. | ||||||
| 1.01 | 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 | 450.75 | cum | 232.12 ₹1,04,629.02 | 199 ₹89,698.26 Lowest | 199 ₹89,698.26 Lowest |
| 1.02 | 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 | 285.27 | cum | 118.05 ₹33,675.73 | 99 ₹28,241.63 Lowest | 131 ₹37,370.24 |
| 1.03 | 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. | 30 | metre | 1,564.76 ₹46,942.73 Lowest | 1,729 ₹51,870 | 1,736 ₹52,080 |
| 1.04 | 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 | 160 | hour | 465.19 ₹74,429.81 | 399 ₹63,840 Lowest | 516 ₹82,560 |
| 1.05 | 19.6.7
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine
sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe | 20 | metre | 2,370.59 ₹47,411.7 Lowest | 2,629 ₹52,580 | 2,631 ₹52,620 |
| 1.06 | 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) | 167.32 | cum | 7,517.48 ₹12,57,855.57 Lowest | 7,599 ₹12,71,495.08 | 8,000 ₹13,38,592 |
| 1.07 | 60.64.1
Coconut Pile - Supplying and stacking well matured straight coconut post for driving
down throug various strata bellow bed level including cost coveyance labour charges
etc complete. | 150 | metre | 129.01 ₹19,350.78 Lowest | 139 ₹20,850 | 143 ₹21,450 |
| 1.08 | OD81461/2025-2026
:Coconut Pile-Driving down coconut piles to line and levels through soft to medium
clay soil strata including all the hire charges and labour and all other appliances
necessary for pile drivingdown after pointing the bottom end.Details for one post 6m
long 15 numbers per day 6x15=90m details for 90m length. | 150 | metre | 221.59 ₹33,238.79 | 199 ₹29,850 Lowest | 245 ₹36,750 |
| 1.09 | 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 | 89.55 | cum | 3,598.11 ₹3,22,210.52 Lowest | 3,629 ₹3,24,976.95 | 3,899 ₹3,49,155.45 |
Tender Value
₹59.6 L
EMD Value
₹50,000
Closing Date
23 Jun 2026, 4:00 pmClosed
PROJECT ENGINEER II KLDC THRISSUR
Office of the Project Engineer II, K L D C Ltd Thrissur Near Ramanilayam Guest House Thrissur-680020
App 1Construction of sluice -1No(at cherulipuzha )Ramp4Nos.Cherulipuzha 2, Chirakkathazham1,Muthuvammal Thazham -1No.) strengthening of Bund Cherulipuzha
2026_KLDC_855658_1
KLDC/TSR/2026-27/01(PE-II)
Open Tender
Civil Works - Others
Item Rate
Cherulipuzha, Chirakathazham, Muthuvamalthazham-TSR
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 1 : Construction of Sluice (1 No.) at Cherulipuzha, Ramp - 4 Nos. (Cherulipuzha-2 Nos ,Chirakkthazham- 1 No. & MuthuvummalThazham - 1 No and Strengthening of Bund - Cherulippuzha. | |||||
| 1.01 | 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 | - | cum | - | - |
| 1.02 | 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 | 0.6 | cum | - | - |
| 1.03 | 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 | - | - |
| 1.04 | 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 | - | - |
| 1.05 | 19.6.7
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine
sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe | - | metre | - | - |
| 1.06 | 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) | 0.6 | cum | - | - |
| 1.07 | 60.64.1
Coconut Pile - Supplying and stacking well matured straight coconut post for driving
down throug various strata bellow bed level including cost coveyance labour charges
etc complete. | - | metre | - | - |
| 1.08 | OD81461/2025-2026
:Coconut Pile-Driving down coconut piles to line and levels through soft to medium
clay soil strata including all the hire charges and labour and all other appliances
necessary for pile drivingdown after pointing the bottom end.Details for one post 6m
long 15 numbers per day 6x15=90m details for 90m length. | - | metre | - | - |
| 1.09 | 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 | 1 | cum | - | - |
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