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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹85.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹90.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹90.1 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹93.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹93.0 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹93.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹93.3 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹93.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹93.6 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K M ALEXANDER L1 | Robin Mathew L9 | manoj.k L5 | SAJI KURUVILA L13 | M KAJHA HUSSAIN L2 | K.P.JOY L8 | K V Varghese L11 | E.K.Abdulsalam L3 | MKSContractingCompanyIndiaPvtLtd L6 | ALBIN MATHEW L7 | Rejumon Varghese L4 | DILJITH SABU L12 | M/s Issac and Son Ventures Pvt. Ltd. L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Krishibhavan Building | ||||||||||||||||
| 1.00 | 2.32
Clearing grass and removal of the rubbish up to a distance of 50 m outside the
periphery of the area cleared. | 525 | sqm | 12.66 ₹6,646.5 | 9 ₹4,725 | 8.68 ₹4,557 | 9.25 ₹4,856.25 | 8.35 ₹4,383.75 | 8.76 ₹4,599 | 9.08 ₹4,769.41 | 8.62 ₹4,525.5 | 9 ₹4,725 | 7.9 ₹4,147.5 Lowest | 9 ₹4,725 | 9 ₹4,725 | 8.94 ₹4,691.55 |
| 1.00 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.All kinds of soil | 176.59 | cum | 303.84 ₹53,653.59 | 348 ₹61,451.58 | 337 ₹59,509.15 | 358 ₹63,217.43 | 324.11 ₹57,232.96 | 339.94 ₹60,028.3 | 352.53 ₹62,250.73 | 334.53 ₹59,072.98 | 337 ₹59,509.15 | 199 ₹35,140.42 Lowest | 350 ₹61,804.75 | 355 ₹62,687.68 | 346.77 ₹61,234.39 |
| 1.00 | 50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations 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 as per direction
of site Engineer-in-charge | 196.28 | cum | 1,012.8 ₹1,98,794.41 | 710 ₹1,39,360.22 | 683 ₹1,34,060.61 | 730 ₹1,43,285.86 | 657.18 ₹1,28,992.6 Lowest | 689.27 ₹1,35,291.29 | 714.8 ₹1,40,302.81 | 678.33 ₹1,33,143.97 | 682 ₹1,33,864.32 | 729.39 ₹1,43,166.13 | 729 ₹1,43,089.58 | 725 ₹1,42,304.45 | 703.13 ₹1,38,012.15 |
| 1.00 | 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. | 170 | cum | 268.39 ₹45,626.3 | 310 ₹52,700 | 298 ₹50,660 | 317 ₹53,890 | 286.94 ₹48,779.8 | 300.95 ₹51,161.5 | 312.1 ₹53,057.1 | 296.17 ₹50,348.9 | 298 ₹50,660 | 199 ₹33,830 Lowest | 318 ₹54,060 | 310 ₹52,700 | 307.01 ₹52,190.86 |
| 1.00 | 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) | 18.42 | cum | 6,836.4 ₹1,25,899.14 Lowest | 7,900 ₹1,45,486.4 | 7,837.6 ₹1,44,337.24 | 8,360 ₹1,53,957.76 | 7,536.48 ₹1,38,791.82 | 7,904.52 ₹1,45,569.64 | 8,197.28 ₹1,50,961.08 | 7,779.05 ₹1,43,258.98 | 7,820 ₹1,44,013.12 | 7,699 ₹1,41,784.78 | 8,250 ₹1,51,932 | 8,350 ₹1,53,773.6 | 8,063.45 ₹1,48,496.41 |
| 1.01 | 5.33.1.1
Providing and laying in position ready mixed or site batched design mix cementconcrete 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 | 35.69 | cum | 10,128 ₹3,61,498.7 | 10,800 ₹3,85,484.4 | 10,203.52 ₹3,64,194.24 | 10,885 ₹3,88,518.3 | 9,811.5 ₹3,50,201.87 Lowest | 10,290.64 ₹3,67,303.81 | 10,671.78 ₹3,80,907.79 | 10,127.3 ₹3,61,473.72 | 10,180 ₹3,63,354.74 | 10,299 ₹3,67,602.21 | 10,300 ₹3,67,637.9 | 10,850 ₹3,87,269.05 | 10,497.55 ₹3,74,688.89 |
| 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) | 13.37 | cum | 9,284 ₹1,24,127.08 | 9,900 ₹1,32,363 | 9,336 ₹1,24,822.32 | 9,950 ₹1,33,031.5 | 8,977.5 ₹1,20,029.17 Lowest | 9,415.91 ₹1,25,890.72 | 9,764.65 ₹1,30,553.39 | 9,266.45 ₹1,23,892.44 | 9,315 ₹1,24,541.55 | 9,099 ₹1,21,653.63 | 9,800 ₹1,31,026 | 9,900 ₹1,32,363 | 9,605.23 ₹1,28,421.91 |
| 1.01 | 5.33.2.1
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 above plinth level upto floor V levelConcrete of M25 grade with minimum
cement content of 330 kg /cum | 87.38 | cum | 10,128 ₹8,84,954.26 Lowest | 12,500 ₹10,92,212.5 | 12,109.84 ₹10,58,121.49 | 12,920 ₹11,28,910.84 | 11,644.58 ₹10,17,468.47 | 12,213.24 ₹10,67,156.27 | 12,665.58 ₹11,06,680.28 | 12,019.37 ₹10,50,216.49 | 12,082 ₹10,55,688.91 | 11,759 ₹10,27,466.14 | 11,800 ₹10,31,048.6 | 12,900 ₹11,27,163.3 | 12,458.79 ₹10,88,612.03 |
| 1.01 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 197.16 | sqm | 325.78 ₹64,229.81 Lowest | 380 ₹74,919.66 | 361.83 ₹71,337.32 | 386 ₹76,102.6 | 347.93 ₹68,596.84 | 364.92 ₹71,946.53 | 378.44 ₹74,611.46 | 359.12 ₹70,803.02 | 361 ₹71,173.68 | 349 ₹68,807.79 | 350 ₹69,004.95 | 385 ₹75,905.45 | 372.26 ₹73,393.32 |
Tender Value
₹1.0 Cr
EMD Value
₹50,000
Closing Date
29 Jul 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
App.1 Krishi bhavan Building App.2 Plumbing App.3 Interlocking
2026_KLDC_861194_1
KLDC/TSR/2026-27/2(1)
Open Tender
Civil Works - Others
Item Rate
545 days
Alathur Palakkad District
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
₹50,000
6 Aug 2026
18 Jul 2026
1 Aug 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Krishibhavan Building | |||||
| 1.001 | 2.32
Clearing grass and removal of the rubbish up to a distance of 50 m outside the
periphery of the area cleared. | - | sqm | - | - |
| 1.002 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.003 | 50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations 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 as per direction
of site Engineer-in-charge | 0.8 | cum | - | - |
| 1.004 | 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. | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.33.1.1
Providing and laying in position ready mixed or site batched design mix cementconcrete 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 | 1 | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | 5.33.2.1
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 above plinth level upto floor V levelConcrete of M25 grade with minimum
cement content of 330 kg /cum | 0.8 | cum | - | - |
| 1.009 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 0.8 | sqm | - | - |
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