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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.2 LAccepted-Finance | ₹14.2 L | 1 | Accepted-Finance L1 |
| 2 | 2₹14.5 L+₹33,541.57 (2.36%)Rejected-Finance | ₹14.5 L+₹33,541.57 (2.36%) | 2 | Rejected-Finance L2 |
| 3 | 3₹15.0 L+₹83,007.33 (5.85%)Rejected-Finance | ₹15.0 L+₹83,007.33 (5.85%) | 3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical KAM PLAZA THIRISSUR ROAD VADAKKANCHERRY | VADAKKANCHERRY | KERALA | - | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | PUSHPAKARAN.M.V L1 | P R Muraleedharan L2 | RAMESH.PM L3 | D GOPIDASAN L5 | NIKHIL. C .K L4 | New Kairali Constructions L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL | |||||||||
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 63.36 | cum | 1,003.36 ₹63,572.89 Lowest | 1,029 ₹65,197.44 | 1,062.03 ₹67,290.22 | 1,101.54 ₹69,793.57 | 1,078.79 ₹68,352.13 | 1,107.5 ₹70,171.2 |
| 1.00 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 44.48 | cum | 610.68 ₹27,163.05 Lowest | 626 ₹27,844.48 | 646.39 ₹28,751.43 | 670.44 ₹29,821.17 | 656.59 ₹29,205.12 | 674 ₹29,979.52 |
| 1.00 | OD72274/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of upto 2m long (Min 0.50m in
rock and 0.50m in concrete ) including drilling holes of 20mm dia to a depth of 0.50m in rock and
filling the gap with cement grout( 0.10kg/each) etc complete. | 4 | each | 459.74 ₹1,838.96 Lowest | 471 ₹1,884 | 486.63 ₹1,946.52 | 504.73 ₹2,018.92 | 494.31 ₹1,977.24 | 507.4 ₹2,029.6 |
| 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 | 52.8 | cum | 301.45 ₹15,916.56 Lowest | 308 ₹16,262.4 | 319.07 ₹16,846.9 | 330.94 ₹17,473.63 | 324.11 ₹17,113.01 | 332.74 ₹17,568.67 |
| 1.00 | OD71760/2026-2027: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 | 96.8 | cum | 3,346.52 ₹3,23,943.14 Lowest | 3,433 ₹3,32,314.4 | 3,542.2 ₹3,42,884.96 | 3,673.98 ₹3,55,641.26 | 3,598.11 ₹3,48,297.05 | 3,693.95 ₹3,57,574.36 |
| 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) | 0.5 | cum | 6,991.84 ₹3,495.92 Lowest | 7,170 ₹3,585 | 7,400.68 ₹3,700.34 | 7,676.01 ₹3,838.01 | 7,517.48 ₹3,758.74 | 7,717.7 ₹3,858.85 |
| 1.01 | 14.17: Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge | 176 | sqm | 62.79 ₹11,051.04 Lowest | 63 ₹11,088 | 66.46 ₹11,696.96 | 68.94 ₹12,133.44 | 67.51 ₹11,881.76 | 69.3 ₹12,196.8 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 111.2 | sqm | 639.29 ₹71,089.05 Lowest | 655 ₹72,836 | 676.67 ₹75,245.7 | 701.85 ₹78,045.72 | 687.35 ₹76,433.32 | 705.66 ₹78,469.39 |
| 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) | 34.32 | cum | 8,349.77 ₹2,86,564.11 Lowest | 8,568 ₹2,94,053.76 | 8,838.01 ₹3,03,320.5 | 9,166.82 ₹3,14,605.26 | 8,977.5 ₹3,08,107.8 | 9,216.6 ₹3,16,313.71 |
Tender Value
₹16.9 L
EMD Value
₹42,353
Closing Date
10 Aug 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
D P P K D 2 0 2 6 - 2 7 KIZHAKKANCHERRY DIVISION - K I Z H A K K A N C H E R R Y G H S S CHUTTUMATHIL GATE RENOVATION
2026_LSGD_863060_37
02/AEE/2026-27 DT-28.07.2026
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,353
Yes
23 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMPOUND WALL | |||||
| 1.001 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 1 | cum | - | - |
| 1.002 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 1 | cum | - | - |
| 1.003 | OD72274/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of upto 2m long (Min 0.50m in
rock and 0.50m in concrete ) including drilling holes of 20mm dia to a depth of 0.50m in rock and
filling the gap with cement grout( 0.10kg/each) etc complete. | - | each | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | OD71760/2026-2027: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 | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 14.17: Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge | - | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.009 | 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) | - | cum | - | - |
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